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1883 ATLANTIC BEACH DR - VOIDED TRUSSES id prior to installation. Otherwise, said claim will be denied. WADING CRITERIA RooflFl®r' Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load • 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. RECEIVED Total Load 37 55 p-- Duration Factor 1.25 1.00 i Building Code FBC 2014 RES 4-00-00 4_06-00 FEB 23 2017 Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. ,1 eWind Usage RES. CAT II '> 3 Building Department Building Exposure C J, 7 City of Atlantic Beach, FL Building Type Closed r z-os-ao NOTE J14 It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special / considerations for mechanical equipment and/or plumbing(and H11:20their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabncaton. v:e KrTA Manning Building Supplies is a truss manufacturer whose Krum min responsibilities are limited to those described in WrCA 1-1995 o O (sections 6.0 and 7.0).Accordingly.it disclaims any (13. 4 responsibilities for the the construction design,drawings, 14•"30 c4 documents including the installation and bracing of trusses 3. _ v v manufactured by Manning Building Supplies. N Kress LLI Warning: W W W ♦ ♦ Conventional(Miring,erection and/or permanent bracing is not V the responsibility of the truss designer,plate manufacturer,or Krum s. .} truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is • Kruse LL. always required to prevent toppling and doimnoing during 0 erection;and permanent bracing which may be required in 501 specific applications.See"Bracing wood trusses commentary Ktim 2-03-00 and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. Where 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 handled with reasonable care during _ erection to prevent damage or personal injury. ' Approved truss anchor by builder. 2x4 minimum top and bottom chords. ---- Square cut overhangs. / 12 --- i p ' -- — g // 6.112' 12 BRO.24' 6' i—tliiless noted J1'1 •.— otherwise. J12 Typical Truss Ends SHOP DRAWING REVIEW DISPOSITION - — • N ATTENTION: Review of shop drawings is only for unto/mance with Engineer of Record: :_ _ ✓?s, the ditsign concept of the project and does not relie,e the contractor Floyd S. Simpson - FL PE '.,i) of responsibility for any deviation from the requirerrilnts of the shop #50791 drawings.Contractor shall determine and verify all field measurements. 11481 i 5-00_00 t Jacksonville, 4-06-00 APPROVED 0 RETURNED FOR,CORRECTIONOld FLLAugustine 32258#202, 0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION Manning Building 0 NOTAPP ED 0 SEETRANSMIITALLETTE'i Supplies, INC. `��� 11155 Philips Parkway 56 E. //'/'((//n COMMENTS Jacksonville,FL 32256 7, /7 i7 BS Phone:(904) 0-29815 BY DATE v Fax:(904)260-2981 HULSBERG ENGINEERING,INC. FL CE .2514 VNMY.MBS-CORP.COM ` JAXTRUSSQIlMBS-CORP.COM 11481 ST.AUGUSTINE RD.t 202 ustomer. JACKSONVILLE,FL 32258 Riverside Homes n, 'amen Borek Res • c wsubdiv 1883 Atlantic Beach Dr Atlantic Beach,FL/ Date: Drawn By. .Job Number: VX ON-CENTER SU-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 1/6/2017 1 ACJ160737 All claims for error or defective material must be made within 5 days of receipt of goods 32-02-00 >> ! ►�� �_ _ J10 10 - --� J12 J11 4 3?) I1 D02 t?. D03 J12 004 J Nnne fb y "4:� D07 D08 X08 J11 J12 5-06-00 } --— 25-08-00- FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELI nd prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. • Top Chord Dead Load 7.00 10.00 p.s.f. EDBottom Chord Live Load 0.00 000 p.s.fRECEN Bottom Chord Dead Load 10.00• 5.00 p.s.f 37 f. Total Load 55 p.s.f. Duration Factor 1.25 1.00 F E B 2 3 2011 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Ment FL Wind Speed 130 m.p.h. BuilofdAintlg DepartWind Usage RES.CAT II -- 11-04-00°° i Cityantic Beach, Building Exposure C Building Type Closed Beam Schedule PlotlD Length Product Plies NOTE BM9 12-00-00 onCENTER®LVL 2.0E 1 3/4"x 20" 2 i It is the responsibility of the building designer or architect to BM8 10-00-00 onCENTER®LVL 2.0E 1 3/4"x 20" 2 I provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special =� I considerations for mechanical equipment and/or plumbing(and `anr ,ger ' i their connections)in truss space must be diagrammed by the uct Qty builder an approved truss layout poor to labncaton. ' " 2; 3 1 Manning Building Supplies is a truss manufacturer whose HHUS48 14 responsibilities are limited to those described in H?CA 1-1995 HTU26 12 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, THA422 27 documents including the installation and bracing of trusses '*Y, 22 2 _manufactured by Manning Building Supplies. HH U5.50 1Cl.>"" Warning: Conventional framing,erection and/or permanent bracing is not 0 the responsibility of the truss designer.plate manufacturer.or V truss manufacturer.Persons erecting trusses are cautioned to 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 f specific applications.See"Bracing wood trusses commentary and recommendations(SCSI 1-03)for further information. r-- - 0 -l"- ( Trusses shall be installed in a straight and plumb position. j I Where no sheathing is applied directly to the top and/or bottom i`j , chord they shall be braced as specified on the engineered I des gn.Trusses shalt be handfed with reasonable care during erection to prevent damage or personal injury. I l w Approved trues anchor by builder. [ FLOOR TRUSS I— i 3112"Ribbon ---------- (Aj I Notth- i k/14 I • O $ 20 0 • Ni ..._._.__.._.__- 2 6 UT Q BRO. IY • 004(11 a I I Typical Truss End ' i r SHOP DRAWING REVIEW DISPOSITIONDISPOSITIO Engineer of Record: Floyd S. Simpson - FL PE ATTENTION: Review of shop drawings is only for conformance with #550791 I the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop 11481 Old St.Augustine Rd#202, drawings.Contractor shall determine and verify all field measurements. Jacksonville,FL 32258 APPROVED 0 RETURNED FOR CORRECTION Manning Building /❑`APPROVED AS NOTED 0 RETURNED WITHOUT ACTION Supplies, INC. BS 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 ❑NOT APPROVED 0 SEE TRANSMITTA LE El Phone:(904)268-8225 COMMENTS Fax:(904)280-2981 BY211 Z /� `� _—__ MBS-CORP.COM lJAXTR SSA S.CORP.COM— DATE Y [CC 111 ---- HULSBERG ENGINEERING,INC. FL CUT.25 46 Riverside Homes 11481 ST.AUGUSTINE RD./202 TobName: — JACKSONVILLE,FL 32258 Borek Res Zodt311i%5ubdly -- 1883 Atlantic Beach Dr Atlantic Beach,FL/ Drawn JX ON-CENTER BLI-JOIST 15432.... BN.T.S. 1/25/2017 AC LUELINX ON-CENTER RIMBOARD 15432 AC 51160737 Joh–MT–mbar www All claims for error or defective material must be made within 5 days of receipt of goods f ---- 61-11-00 _, – I +aaoo f I f 1 I g cg T --..-A01�� a a a �- � - I FOS 4 o' E iil•l•lllllmliluiiu1•1u1 .I z F ^1min i ° I _Mr I Lu , 1111111111 IN CRICKET t L , (_�� o a , — e __ 1 t LEDGER ©�, wi, minOguli zlfii I , 1 iii a / IMS _._- ° i sem. Ir* _■_ _ _- N l'1 O O N N S 7. VE E E Mall _________ m$ 1i N y Mfii■ . 7-0046 i in• § m m m 608(5) - 1g 1 LL pir3A _ 1.41:2 ..m r �-11 l ti __ . 151aFil I II J03 7 ---F'i3 ;Iffligy Mi ` -.__i__.f_R 1 •♦ r i— 11,1111 IIII 111 i ' SCS? ICAFMEEVEJ +, 406W { 9.0642 } 27.11-00 _i,–__ 1401-00 { -- 39.09.00 1 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELIP MILumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RECEIVED RE: J160737 - Borek Res FEB 2 3 2017MiTek USA, Inc. Site Information: Tam Parke East Blvd. Customer Info: Riverside Homes Project Name: Borek Res l: Tampa, FL 33610-4115 Lot/Block: Subdivision: t ding Department Address: 1883 Atlantic Beach Dr City of Atlantic Beach, FL City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Flloyd S. Simpson License #: 50791 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Trus 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 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 86 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_grid this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers RIFrIQsg d o o ------ - --- ------- - c�i •c r oU C5 W No. Seal# Truss Name Date No. Seal# Truss Name Date E s o ._ w 1 T103173251 F01 , 1/30/17 118 1710317342 F17 1/30/17 z .. - g b o o 12 T10317326 F02 1/30/17 119 1110317343 F18 L1/30/17 pc?-. e, 1 d rt , N o 0 13 T10317327 F03 1/30/17 120 I T10317344 j F19 1 1/30/17 2 1-' = •s `-- o o N�n " ,.: 4 T10317328 F04 1/30/17 21 710317345 F20 y E 2 d z "' Z I-- 1/30/17 W o Z Q w ci 15 '110317329 F05 1/30/17 122 1110317346 F21 1/30/17 › .� o$ > 2 2 LL 6 T10317330 F06 1/30/17 123 1110317347 F22 1/30/17 - 0,a o cc � cto d 7 T10317331 F07 1/30/17 124 1110317348 F23 1/30/17 g o .E 0 0 0 U 8 IT10317332 F08 1/30/17 125 1110317349 F24 1/30/17 z a o' z, 6,', ;9 1110317333 F09 1/30/17 126 1T10317350 FG01 1/30/17 n d a o z N a "' T, wa 110 '�T10317334 1 F10 1/30/17 127 1110317351 FG02 1/30/17 0 0 _ y o _Z 2 N 11 T10317335' F11 1/30/17 128 1710317352 FG03 1/30/17 Z `� ,a+ n o` u) Ow w 2 n 112_ 710317336 F12 [1/30/17. 129 710317353 j FG04 1/30/17 c ci z o 0 0 � _W 113 1T10317337 F13 1/30/17 130 ;7103173541 A01 1/30/17 " - 3 > > a\ W�' H o p a. =- 14 T10317338 F13A 1/30/17 J 31 '1103173551A02 1 1/30/17 Z a.a s Et ii w o 115 T10317339 F14 1/30/17 32 7103173561 A03 11/30/17 i`7, A a a z J a 16 110317340 F15 1/30/17 33 7103173571 A04 ; 1/30/17 c " ° 4 0 0 m 117 1110317341 F16 1/30/17 134 T103173581 A05 1 1/30/17 The truss drawing(s)referenced above have been prepared by MiTek •ss��t e N VFzfti,, USA, Inc. under my direct supervision based on the parameters .% JO iiE N y'0'. provided by Manning Building Supplies. • : •' SF '. ,: RE: J160737 - Borek Res Site Information: Customer Info: Riverside Homes Project Name: Borek Res Model: Lot/Block: Subdivision: Address: 1883 Atlantic Beach Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seai# Truss Name Date 35 --710317359 A06 1/30/17 78 T10317402 J22 1/30/17 36 T10317360 I B01 1/30/17 79 T10317403 J23 1/30/17 37 110317361 B02 1/30/17 80 110317404 J24 1/30/17 38 110317362 B03 1/30/17 81 T10317405 J25 1/30/17 39 110317363 B04 1/30/17 82 T10317406 P01 1/30/17 40 110317364 B05 1/30/17 83 T10317407 P02 1/30/17 41 T10317365 B06 1/30/17 84 110317408 i P03 1/30/17 42 T10317366 B07 1/30/17 85 110317409!PO4 1/30/17 43 T10317367 CO1 1/30/17 86 110317410j P05 1/30/17 44 T10317368 CO2 1/30/17 45 T10317369 CO3 1/30/17 46 T10317370 C04 1/30/17 47 T10317371 D01 1/30/17 48 !T10317372 D02 1/30/17 49 T10317373 D03 1/30/17 50 T10317374 D04 1/30/17 51 T10317375 D05 1/30/17 52 T10317376 D06 1/30/17 53 T10317377 D07 1/30/17 54 T10317378 D08 1/30/17 55 T10317379 I D09 1/30/17 56 T10317380 E01 MO/17 57 110317381 1 E02 1/30/17 58 T10317382 j J01 1/30/17 59 T10317383!J02 1/30/17 60 110317384 j J03 1/30/17 61 T10317385!J04 1/30/17 62 T10317386 J05 1/30/17 63 T10317387 J06 1/30/17 64 1110317388 J07 1/30/17 65 1110317389 J08 1/30/17 66 1110317390 J09 1/30/17 67 T10317391 J10 1/30/17 68 T10317392 J11 1/30/17 69 T10317393 J12 1/30/17 70 110317394 J13 1/30/17 71 T10317395 J14 1/30/17 72 T10317396 J15 1/30/17 73 110317397 J16 1/30/17 74 110317398 J17 1/30/17 75 T10317399 J18 1/30/17 76 T10317400 J19 1/30/17 77 T10317401 J21 1/30/17 2 of 2 •Job , Truss Truss Type Oty Ply Borek Res • T10317325• J160737 F01 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:39 2017 Page 1 I D:c3k2YGs05kJ5hvZyuzOx?Dzylqv-?doYxUmRc36A0yj717bmaoa5pT3fE33mxagmG7zr70M 0-1-8 Hf � 011.4 II 2-0-0 Scale=1:24.7 4x4= 1.5x4= 1.5x4 II 1.5x4 11 4x7= 1 2 3 4 5 6 7 8 • • •, • • w • • 15 14 13 72 11 10 4x4 4x4= 6-3-12 7-3-12 8-3-12 14-11-4 • I 6-3-12 1-0-0 1.0.0 6-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-3-0,Edge],[17:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.12 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.17 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:84 lb 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, BOT CHORD 2x4 SP No.2(tfat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=802/0-3-8,9=808/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-797/0,8-9=-802/0,1-2=-625/0,2-3=-1475/0,3-4=-1899/0,4-5=-1899/0,5-6=-1899/0,6-7=-1480/0, 7-8=-623/0 BOT CHORD 14-15=0/1171,13-14=0/1763,12-13=0/1899,11-12=0/1761,10-11=0/1173 WEBS 4-13=-302/0,1-15=0/914,2-15=-867/0,2-14=0/482,3-14=-457/0,3-13=-18/477,8-10=0/935,7-10=-874/0, 7-11=0/487,6-11=-446/0,6-12=-21/431 • NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise Indicated. 3)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. 4)CAUTION,Do not erect truss backwards. •• • • • • • • A WARNING-Verify design parameter*end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10932015 BEFORE USE • Design valid for use only with Milo connectors.this design is based only upon parameters shown.and Is for an individual buldkug component,not a truss system.Before use,the building designer must verify the applk:dblity of design parameters end properly hcorporate this design Into the overall briding design. Biaxfi cirg icoied Is lo pxevenl buckling of iutvldual rue web aor vi/or chord members only.Adcilkxxi knnpory and perrenl Lama 1g MiTek' ek• is ciways required for slabltty and to prevent collapse with possble personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seOANS1/IPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaActle from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ilob a Truss Truss Type Oty Ply Borek Res 110317326 J160737 F02 Floor 5 1 , Job Reference(optional) Manning Building Supplies, Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:40 2017 Page 1 ID:c3k2YGs05kJ5hvZyuzOx?Dzylgv-UpMw9gn4NME 1?5lKbr6?606HYtQyzWOvAEZJoazr70L 0-1-8 H I 1-3-0 I I 0.11.4 { I 2-0-0 i 0-11-8 Scale:1/2"=1' 4x4= 1.5x4= 1.5x4 II 1.5x4 II 4x7= 1 2 3 4 5 6 7 !� A4/ o 7 e° 1 o � 0 ./ i arn_ .• 15 14 13 12 11 10 4x4= 4x4= 6-3.12I 7-3-12 I 8-3-12 I 14-7-12 _ 6-3-12 1-0-0 1-0-0 6-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[8:0-3-0,Edge],[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.10 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.14 11-12 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.26 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 i Matrix-SH Weight:83 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 16=786/0-3-8,9=792/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-781/0,8-9=-786/0,1-2=-610/0,2-3=-1436/0,3-4=-1824/0,4-5=-1824/0,5-6=-1824/0,6-7=-1437/0, 7-8=-609/0 BOT CHORD 14-15=0/1144,13-14=0/1709,12-13=0/1824,11-12=0/1708,10-11=0/1146 WEBS 4-13=-282/0,5-12=-278/0,1-15=0/893,2-15=-84810,2-14=0/464,3-14=433/0,3-13=-34/441,8-10=0/915, 7-10=-852/0,7-11=0/463,6-11=-430/0,6.12=-33/437 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAPE 1Y-7473 ray.IGV3/20IS BEFORE USE Design valid for use only with MITelds connectors.this design Is based only urxin parameters shown.and Is for on hdlvIduci building component,notlilt a truss system.Before use,the buldhg designer must verify the applicability of design parameters and properly incorporate this design Into the overall brai.Llgdesign. Blueing Gxriculedislopreverdbuckling ofindividual!um web and/or chord rirerribers only. Addiikrxilernpcxay(yid pwrrwrwtribrucirg MiTek' is always regr#ed 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.ANSI/iP1l Quality Criteria,OS6-89 and SCSI Building Component 6914 Parke East Blvd. SdNy Information available from Truss Plate Institute.218 N.Lee Street.Suite.312,Alexandria VA 22314. -----_— --- Tampa.R. 33610 'lob Si Truss Truss Type Qty Ply Borek Res T10317327 J160737 F03 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:40 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-UpMw9gn4NME 1?51 Kbr6?606CstNozW RvAEZJoazr7OL 0-1-8 H1� 3� a 1 1 2-0-0 0-9-8 Scale=1:29.2 4x4= 1.5x4 I1 1.5x4= 4x4= 1.5x4 II 1.5x4 I I 3x4= 4x7= 1 2 3 4 56 7 8 9 10 / \ / \ \ /• 1 6• i y d, 1 • -/ -1- 0 19 18 17 16 15 14 13 12 li 4x4= 454= 1.5x4 II 3x4= 4x4= 6-3-12_ _ I 7-3-12 . 8-3-12 17-7-4 6-3--12 1-0-0 ' 1-0-0 9-3-8 _ Plate Offsets(X,Y)_[1:Edge,0-1.8],[10:0-3-0,Edge1,[17:0-1-8,Edge],[21.0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 40.0 IPlate Grip DOL 1.00 TC 0.84 Vert(LL) -0.21 14-15 >977 480 . MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.32 14-15 >650 360 BCLL 0.0 Rep Stress'nor YES WB 0.32 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:100 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(ftat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=948/0-3-8,11=954/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-948/0,10-11.950/0,1-2=-760/0,2-3=-1828/0,3-4=-2588/0,4-5=-2588/0, 5-6=-2588/0,6-7=-2588/0,7-8=-2487/0,8-9=-1847/0,9-10=-753/0 BOT CHORD 18-19=0/1418,17-18=0/2261,16-17=0/2588,15-16=0/2588,14-15=0/2662,13-14=0/2262, 12-13=0/1418 WEBS 4-17=-472/0,1-19=0/1113,2-19=-1045/0,2-18=0/650,3-18=-688/0,3-17=0/798, 10-12=0/1131,9-12=-1057/0,9-13=0/680,8-13=-660/0,8-14=0/357,7-14=-278/0, 7-15=-429/0,6-15=0/331 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. 0 WARNING-Vir4y d algn parmut.n and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mp-7473 IW IG02401S BEFORE USE rill Design valid for use only with MllekS connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a huss system.Before use,the building designer must verify the q?plicaLYlty of design parameters and properly Incorpcxate this design Into the overall b ieing design.Brack K.)iwiieeled is to prow:ail buckling of individual Irma web and/or chord rnerrrtxrs or Addlkxxal lemlxnay and permanent blueing MiTek' Is always required(or 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 huss systems,seeANSUTP11 Qualay Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 glob 6 Truss Truss Type Qty Ply Borek Res T10317328 J160737 F04 Floor Supported Gable 1 1 Job Reference(optional) i Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:41 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-y?wlMAoi7gMudFtW 9YdEfDfZbHw6i 1 O2OtJtLOzr7OK Of:118 OH8 Scale=1:17.7 1 2 3 4 5 6 7 8 9 iii - - - - - - -- 2n qq = Co d{ _, r n r t- r 7 . • • ••. ..• .. .. ••••• ••••• • •• .. . ..• • •••. ••••••• • ••••:0••0:••••••••:•::•:•: ••••••::::•:••:: 18 17 16 15 14 13 12 11 10 3x3= 3x3= I 10-8-5 10-8-5 Plate Offsets(X,Y)-- [1:Edge,0-0-121,119:0-1-8,0-0-12),[20:0-1-6,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 10 n/a rite BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:54 lb 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, BOT CHORD 2x4 SP No.2(flat) except 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. All bearings 10-8-5. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.M0312016 BEFORE USE IIIII Desk!r valid for use oily with MIlek t connectors.Sas design Is based oily upon parameters shown.and Is for NI I dMNcival bsldkng component,not a truss system.Before use,the txildlrrq designer must verify the or,i:ik.abllty of design parameters and properly incorporate this design Into the overall buicarig design. Diming(ridiculed a to prevent buckling of individual truss web Lind/or chord nrenbers only.Addtlicxal lernporary(lid permanent tracing MiTek" B always required for stability and to prevent collapse with posstsle personal Injury and property damage. For general guidance refladkng the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke EM Bird. Slaty Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Joba Truss Truss Type Qty Ply Borek Res 110317329 J160737 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies. Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:41 2017 Page 1 I D:c3k2YGs05kJ5hvZyuzOx?Dzylgv-y?wIMAoi7gMudFtW 9YdEf DfPUHi9izQ20tJtLOzr70K 1-3-0 1.0.8 2.0-0 I 1-10-13 0/118 Scale=1:17.7 354= 3x3= 3x3= 1.5x4 II 1.5x4 I, 1.5x4= 1 3x6= 2 3 4 5 6 • • 1 _\illplyr \ ( • 13 • 0 ab 11 10 9 8.3x4= 3x3= 3x3= 3x3= 3x3 11 34_ 1 6-5-0 7-5-0 8-5-0 10-8-5 6-5-0 I 1-0-0 1 1.0.0 I 2-3-5 I Plate Offsets(X,Y)— [6:0-1-81,[8:0.1-8,Edge],[13:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.16 9-10 >789 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.24 9-10 >525 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH 1 Weight:61 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=574/0-3-8,7=568/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-564/0,6-7=-602/0,1-2=-409/0,2-3=-913/0,3-4=-792/0,4-5=-792/0,5-6=-792/0 BOT CHORD 10-11=0/777,9-10=0/980,8-9=0/792 WEBS 5-8=-436/0,1-11=0/614,2-11=-586/0,3-9=-369/13,6-8=0/965 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)CAUTION,Do not erect truss backwards. lilt A WARNING-Verity design param•tsrs and READ NOTES ON THIS AND WCLUDED ARTEK REFERANCE PAGE 118.7473 rev.1&,0/2016 BEFORE USE Design valid for use only with Milok®connectors.this design Is based only upon parameters shown,and Is for an Esdisdial building n©component,not a truss system.Before use.the building designer must verify the of,plIcablity of design parameters and properly incorporate this design into the overall briding dersign. 9cx;irgkxdicaiedistoprevent bucklkrgofitidividuailrussweb alKf/or chord members only.Addiiliwruller npororyoKdperurcxler IIbracing MiTek• Is always required for stability and to prevent collapse with possble personal I luny and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria.DSB-09 and BCSI Building Component 6904 Parke East Blvd. 1 Safely Information a vallatie from Truss Plate institute.218 N.Lee Street,Suite 312,Aiexandda,VA 22314. Tampa,FL 33810 I/Job • Truss Truss Type Qty Ply Borek Res 1 T10317330 J160737 F06 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:42 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzox?Dzylgv-QCUgaW oKu_UIFPRiiG8TCRCaAh5KRReCdX2QtSzr70J 1.3.0F 1-0-8 i 2-0-0 1 1 0-10-12 i 0x8 Scale=1:24.3 _ 1.5x4 I I 1.5x4 I I 1.5x4= 13x6 2 3 4 5 6 18 7 8 .1ti\h: / \ zsdA.• 4. • _ 17 t. /\ I 15 14 13 12 ..1,❖...•:91.4.10:4.44,66.M.V:❖�^..•:❖:•:!..Y1•:•:•:.!.!AN_ 3x4= 6-5-01 7-5-0 I 8-5-0 I 10-3-8 I 14-8-4 ---i 6-5-0 1-0-0 1-0-0 1-10-8 4-4-12 Plate Offsets(X,Y)- [17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 I CSI. DE FL. In (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.16 13-14 >771 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:83 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-4-12 except(jt=length)16=0-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)9 except 16=667(LC 1),10=434(LC 3),11=483(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-659/0,1-2=-494/0,2-3=-1138/0,3-4=-1238/0,4-5=-1238/0,5-6=-1238/0, 6-7=-666/0 BOT CHORD 14-15=0/936,13-14=0/1289,12-13=0/1238,11-12=0/962,10-11=0/494 WEBS 5-12=-336/0,1-15=0/742,2-15=-701/0,2-14=0/322,7-10=-640/0,7-11=-101/272, 6-11=-632/0,6-12=0/522 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. • ' A WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.IG 3P2OIS BEFORE USE Design valid for use only with Milelc0)connectors.fits design is based only upon rxxameters shown,and is for an IndM .iai building component.riot a truss system.Before use,the building designer must verify the applIcabllty of design parameters and properly Incorporate this design Into the overall bulking design. 9acirg indk:aled is to prevent buckling of individual bun web or OM chord members only.Add lional len npoay and permuwni tracing ge Is always required for stabltiy and to prevent cWlcpse with possttle personal inlay and property damage. For general gnicknce regarding the knlricatkrn,storage.delivery,erection and tracing of trusses and tmrss systems.seeAN31/tP11 Quality Criteria.DSB-19 and BCSI Building Component 6904 Parke East Btvd. Safety Information available nom Truss Hale knstltute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa.FL 33610 Sob ► Truss Truss Type Oty Ply Borek Res T10317331 J160737 F07 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:43 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-uO23nspylHccsZovGzgikeknS4SLAt7LsBozPuzr701 I 1-3-0 I I 1-0-8 I 2-0.0 I 0-10-12 0}148 Scale=1:24.3 4x4= 1.5x4 II 1.5x4 II 1.5x4= 1 4x7= 2 3 4 5 6 7 8 -• 1 • • -/A‘Le.4411&.' 17 L./.. \I Aik..A\_ . , • 15 14 13 12 11 10 4x4= 4x4= 6-5-0 I 7-5-0 I 8-5-0 � 14-8-4 _ ___ I 6-5-0 1-0-0 1-0-0 6-3-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-1-8,Edge],[17:0.1-8,0-0-12L LOADING (psi) SPACING- 2-0-0 , CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.15 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 l-torz(TL) 0.03 9 n/a nta BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:83 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=794/0-3-8,9=788/0-7-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-789/0,8-9=-783/0,1-2=-611/0,2-3=-1444/0,3-4=-1835/0,4-5=-1835/0,5-6=-1835/0,6-7=-1442/0, 7-8.612/0 BOT CHORD 14-15=0/1150,13-14=0/1715,12-13=0/1835,11-12=0/1717,10-11=0/1148 WEBS 4-13=-265/0,5-12=-294/0,1-15=0/918,2-15=-856/0,2-14=0/467,3-14=-431/0,3-13=-32/429,8-10=0/896, 7-10=-850/0,7-11=0/466,6-11=-438/0,6-12=-32/454 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. ► 0 WARNING-Va1y dAsIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rw-10103/2015 BEFORE USE NI Design valid for use oNy with MITeidi connectors.this design Is based oNy upon parameters shown,and is for an individual bidding component,not a truss system.Before use.the bulking designer must verity the appttcabiity of design parameters and properly incorporate this design into the overall belch igdedgi1. Bnxingindicated islaplevelllbucktiigofindividual Irma web and/o chord Hier fibers only. Addtionalleril{oturyalai pe1111alelllblack kd MiTek' i 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 bradng of busses and truss systems.seeANSI/TP11 Quality Criteria,OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information oval:Cie from Truss Plate Institute,218 N.Lee Street,Suite 3t2 A.lexarndda,VA 22314. Tama.FL 33610 Job 1 Truss 'Truss Type Oty Ply Borek Res T10317332 J160737 F08 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:43 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-u023nspyfHccsZOvGzgikeknd4QMAuSLsBozPuzr701 1.3.0 I I 1-3-8 I I 2-0.0 10-10-12 0 B Scale=1:22.6 4x4= 1.5x4 II 1.5x4= 1 4x7= 2 3 4 5 6 7 ° • • I \ • . . r-- • /\ / /— / l6 s • 14 13 12 11 10 9 4x4= 1.5x4 I I 4x4= 5-5-0 I 6-5-0 I 7-5-0 I 13-8-4 5-5-0 1-0-0 1-0-0 6-3-4 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[7:0-1-8,Edgej,[16:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.11 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.15 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:78 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=739/0-3-8,8=733/0-7-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-735/0,7-8=-727/0,1-2=-561/0,2-3=-1307/0,3-4=-1583/0,4-5=-1583/0,5-6=-1308/0,6-7=-562/0 BOT CHORD 13-14=0/1052,12-13=0/1583,11-12=0/1583,10-11=0/1532,9-10=0/1055 WEBS 1-14=0/843,2-14=-779/0,2-13=0/417,3-13=-499/0,7-9=0/822,6-9=-783/0,6-10=0/402,5-10=-355/0, 5-11=-101/345 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. 1I 0 WARNMIO-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE 64/-7473 rev.1903/2015 BEFORE USE Deslgl valid for use only with Mllek®connectors.This design k endm based only upon parameters shown. is for IndMduol building component,not NIT a truss system.Before use,the building designer must verify the applicebllty of design parameters and properly incorpxrate this design into the overall Golding design. Bracing kafeculed 4 lo prever il buckling of individual lima web und/or Ovoid inembers only.Addilirrxrllei rwrcayalai pernxnwill Laming MITek• Is always required for stabilty and to prevent collcpse with possible personal injury and property damage. For general guidance regarding the labrlcation,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Qualify Crierla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sty Information c le from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa FL 33610 Job a Truss Truss Type Oty Ply Borek Res T10317333 J160737 F09 Floor 3 1 , r Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:44 2017 Page 1 ID:c3k2YGsO5kJShvZyuzOx?DrylgvMacR?CgaObkTUjb5gh8xHsHx.AUmBvKqVSrXXxLzr70H • I 1-3-0 I 2-3-0 I I 2-0-0 I 0-10-12 I 01148 Scale=1:22.2 4x4-=- 1.5x4 1.5x4 I I 1.5x4 H 1.5x4= 1 4x7- 2 3 4 5 6 7 1: i T. — 15 ,' o A/A\ / \ O. INN%4 . • 13 • 12 11 10 9 4x4= 4x4= 5-1-8 I 6-1-8 } 7-1-8 13-4-12 ____H 5-1-8 1-0-0 1.0.0 6-3-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-1-8,Edge],[15:0-1-8,0.0-12] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.12 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.17 10-11 >944 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:75 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=723/0-3-8,8=717/0-7-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-716/0,7-8=-711/0,1-2=-542/0,2-3=-1505/0,3-4=-1505/0,4-5=-1505/0,5-6=-1270/0,6-7=-547/0 BOT CHORD 12-13-0/1021,11-12=0/1505,10.11=0/1477,9-10=0/1028 WEBS 3-12=-261/0,1-13=0/814,2.13=-761/0,2-12=0/649,7-9=0/800,6-9=-763/0,6-10=0/384,5-10=-328/0, 5-11=-134/320 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. 4)CAUTION,Do not erect truss backwards. V WARNING-Verily design paranwtore and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE lit Design valid for use only with Mllek4o connectors.Bits design Is based only upon parameters shown.and Is for an individual binding component.not a truss system.Before use,the IxrMdkag designer must verityincorporate the upiAlcabillty of design parameters and property this design Into the overall brArJng design. Bracing k,ck:cited a to prevent budding of k,�vidual buss web and/or chord rrrernlxns only.Additionallen tpurary aid per rrrarserri!Audi ig MiTek' Is always required for stcdplitty and to prevent collapse with possible personal l Wry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems.SeeANSI/IPl I Qua/Iy Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkbie Born Truss Plate institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 dob a Truss ITruss Type Oty Ply Borek Res T10317334 J160737 F10 Floor Supported Gable 1 1 Job Manning Building Supplies, Jaksonvilie,FL 8.010 s Reference(optional) Apr 20 2011 6 MiTek Industries,Inc. Fri Jan 27 15:04:45 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Drylqv-gn9pCXrCBvtK6tAHOOjAp3gEYuHOegMeJVH4Unzr70G Scale=1:12.3 1 3x3 I l 2 34 5 • • _ _ r 11 1 • a , 4 1 1 _ — {-, . , 10 9 8 7 6 3x3 II 3x3— I-- 5-3-0 5-3-0 Plate Offsets(X,Y)-- (11:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress'nor YES :: WB 0.02 Horz(TL) 0.00 6 Na Na BCDL 5.0 Code FBC2014/TP12007 Matrix-SH 1 Weight:301b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except 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. All bearings 5-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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. 0 WARNING-Verily des/gn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111.7473 rev.1042312015 BEFORE USE. `• Design void for use only with tvillekD connectors.Lis design is based only upon parameters shown.and is for an Individual bolding component,not a truss system.Before use.the bailing designer must verity the a<yfhab9ty of design rxwometers and properly Incorporate this design Into the overall Lading design.9aciug it dk;aled is to prevail!bxeckfing of individual truss web aril/or chord members only. Aaldrifcrxl ler woolly and permcaieni[racing MiTek- is always required for stabitty and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI i Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety Information avdiabie from Lust Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job • Truss I Truss Type Oty Ply Borek Res T10317335 J160737 F11 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:45 2017 Page 1 I D:c3k2YGs05kJ 5hvZyuzOx?Dzylgv-gn9pCXrCBvtK6tAHOOiAp3g7cu6aeoyeJV H4 U nzr70G I 1-3-0 1 01 5-0 I I 2-0-0 I o-5 1 Scale=1:16.2 3x3= 1.5x4 11 1.5x4 II 3x6- 3x6= 2 3 4 5 3x3— 6 if. . . •/ • ._ .-.. . .--.. _ .: . : "1-- ; 14 13 12 11 10 9 8 3x3= 1.5x4 I1 1.5x4 II 1.5x4 II 1.5x4 I I 3x3= 3x3 11 3x3 I I 3-5-0 I 4-5-0 I 5-5-0 I 8-10-0 3-5-0 1-0-0 1-0-0 3-5-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.07 12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.08 12 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.14 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:54 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1661/Mechanical,7=472/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.14=-1652/0,6-7=-464/0,1-2=-320/0,2-3=-625/0,3-4=-625/0,4-5=-625/0,5-6=-320/0 BOT CHORD 12-13=0/625,11-12=0/625,10-11=0/625,9-10=0/625,8-9=0/625 WEBS 1-13=0/480,2-13=-472/0,6-8=0/481,5-8=-471/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. . LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-100 Concentrated Loads(Ib) Vert:1=-1189 i i A WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 11 7473 rev.10032015 BEFORE USE 11111 Design valid for use only with Mlek®connectors.this design is based only upon parameters shown.and Is for an Individual holding component,not a truss system.Before use.the buldng designer must verify the appltcebllty of design parameters and properly incorporate this design into the overdt budding design.&tieing inRcoled is lo prevent budding of ixtivkiud huss web aril/or chord!numbers only.Add lion iui lernporary and pen nanenl bracing Milek" is always required tar slabltiy and to prevent collapse with possible personal inkiy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/i%l Quality Criteria,DSB-89 and BCSI Bulldog Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 blob • Truss Truss Type Oty Ply Borek Res T10317336 J160737 F12 Floor 3 1 Job Reference(optional) , Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:46 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-I2J BPtsgyC?Bj01Ux5DPMHMF410fND8nY90e0Dzr70F 1-3-0 1 1-8-12 i 1 2-0-0 I I 1-2-4 1 Scale=1:27.6 1.5x4 II 4x7= 1 4x7= 2 3 4 5 6 7 8 • • • • \_/ 10 ii.' ' . \/ X_ , / \ A ai 17 16 15 14 13 12 11 10 9 4x4= 1.5x4 II 4x4= r— 7-1-4 1 8-1-4 1 9-1-4 +-- 16.11-0 7.1-4 1-0-0 1-0-0 7-9-12 Plate Offsets(X,Y)-- 11:Edger0-1_81,j8_0-3-0,Edge] — LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Verl(LL) -0.16 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Verl(TL) -0.23 12-13 >861 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:94 lb 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, SOT CHORD 2x4 SP No.1D(ftat) except end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=2106/Mechanical,9=917/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2100/0,8-9=-911/0,1-2=-720/0,2-3=-1748/0,3-4=-2452/0,4-5=-2452/0,5-6=-2317/0,6-7=-1756/0, 7-8=-718/0 BOT CHORD 15-16=0/1356,14-15=0/2126,13-14=0/2452,12-13=0/2452,11-12=0/2139,10-11=0/1354 WEBS 1-16=0/1082,2-16=-1010/0,2-15=0/622,3-15=-601/0,3-14=0/616,8-10=0/1079,7-10=-1009/0,7-11=0/638, 6-11-609/0,6-12=0/374,5-12=-446/65 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:9-17=-10,1-8=-100 Concentrated Loads(Ib) Vert:1=-1189 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE M/F7473 rev.7G/D3/Mf6 BEFORE USE. Design valid for use only with Mllek9 connectors.This design k lxlse d only upon parameters shown.and Is for an IndMduol building component,not a truss system.Before nue,the bulking designer must verify the apy�k:abBty of design parameters and properly Incorporate this design Into the overall bulking design. Bracing i diicuted is to preveril buckling of itK.fivkluui lruM web and/or chord members oily. Addlikroul lernpxxwy and permureril lxaciug lel Is always required for skYblty and to prevent collapse with possible personal affray and property danage. For general guidance regarding the fabrication,storage,deilvery.erection and bracing of trusses and buss systems seeANSI/TPI1 Quilty Criteria,D58-89 and BCSI BuNcing Component 6904 Parke East Blvd. Safety information available from Truss Plate Instttute.218 N.Lee Street.Suite 3t2 Alexandria VA 22314. Tampa.FL 33610 Job • Truss Truss Type Qty Ply Borek Res I T10317337. J160737 F13 Floor 6 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:47 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzytgv-m9HZdDsTj W 72LAKgVpkevUvoXhmB6f0xnpmBYgzr70E 11—-3.0-I I 1.8.12 I I 2-0-0 I 1I 012—I Scale=1:30.1 3x4= 3x4= 1.5x4 II 1.5x4 I I 3x3= 3x3= 3x4= 4x7= 14x7= 2 3 4 S 6 7 8 9 t rzysz . . FPI _/\/\7 A 1 \ /\/ NIN.- ,7, .. ./ ! 18 17 16 15 14 13 12 11 10 3x3 II 4x4= 3x4= 3x4= 3x3= 3x3= 3x4= 4x4= 3x3 II 7-1.4 { 8-1-4 I 9-1-4 l _ 18-0-8 7-1-4 1-0-0 1-0-0 8-11-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[9:0-3-0,Edge],[15:0-1-8,Edge] LOADING(psf) ! SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.19 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.29 13-14 >741 360 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:100 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(ftat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.1D(ttat) except end verticals. WEBS 2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=2168/Mechanical,10=979/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-2163/0,9-10=-973/0,1-2=-777/0,2-3=-1898/0,3-4=-2765/0,4-5=-2765/0, 5-6=-2765/0,6.7=-2581/0,7-8=-1908/0,8-9=-774/0 801 CHORD 16-17=0/1462,15-16=0/2328,14-15=0/2765,13-14=0/2777,12-13=0/2343,11-12=0/1459 WEBS 4-15=-340/0,1-17=0/1167,2-17=-1087/0,2-16=0/693,3-16=-683/0,3-15=0/749, 9-11=0/1163,8-11=-1088/0,8-12=0/713,7-12=-690/0,7-13=0/379,6-13=-332/0, 6-14=-278/370 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:10-18=-10,1-9=-100 ` Concentrated Loads(Ib) Vert:1=-1189 � l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*15-7473 rev.1003/2016 BEFORE USE. Design valid for use only with Mileloa connectors.this design Is tined only upon parameters shown,and Is for an individual bolding component,notla a truss system.Before use.the betting designer must verify the aPdicablity of design parameters and properly incorporate this design into the overall sinking design. Bract ng'ridiculed b to prevent t ucklirrg of individual truss web arid/or chord nrernbers only. Additional lomporary and permune'rl brucirg MiTek" is always required for stability and to prevent collapse with possible personal InItty and property damage. For general guidance regrdkng the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSl/1PI1 Quality Criteria,DSB-89 and SCSI Sinding Component 6904 Parke East Blvd. Safety Inlormalion avallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Sob i Truss Truss Type !Qty Ply Borek Res 110317338 J160737 F13A Floor Girder 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:47 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-m9HZdDsTjW 72LAKgVpkevUvQXhmB6f0xnpmBYgzr70E 1-3-0I 1-8-12 I 2-0-0 I 1-ate Scale=1:30.4 3x4= 3x4= 1.5x4 II 1.5x4 Il 3x3= 34= 3x4= 4x7= 4x7= 2 3 4 5 6 7 8 9 • • • • 4•4C :/\ / \/\•/,_A' 18 17 16 15 14 13 12 11 10 3x3= 4x4= 3x4= 3x4= 34= 3x3= 3x4= 4x4= 34 II I 1-6-0 i 4-0-0 i 6-6.0 i 11-6-8 I 14-0-8 I 16.6.8 18-0-8 1-6-0 2-6-0 2-6-0 5-0-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,O-1_8 [ :0-3-0,Edge),[15:0.1-8,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.19 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.29 13-14 >739 360 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:100 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=2352/Mechanical,10=979/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-2348/0,9-10=-973/0,1-2=-777/0,2-3=-1898/0,3-4=-2765/0,4-5=-2765/0, 5-6=-2765/0,6-7=-2581/0,7-8=-1908/0,8-9=-774/0 BOT CHORD 16-17=0/1462,15-16=0/2328,14-15=0/2765,13-14=0/2777,12-13=0/2343,11-12=0/1459 WEBS 9-11=0/1163,1-17=0/1167,8-11=-1088/0,2-17=-1088/0,8-12=0/713,2-16=0/693, 7-12=-690/0,3-16=-683/0,7-13=0/379,6-13=-332/0,4-15=-340/0,3-15 /749, 6-14=-279/370 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1287 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10.18=-10,1-9=-100 Concentrated Loads(lb) Vert:1=-1373(F=-1248) 4 i 0 WARNWG-Vivify dusIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.1093/2015 BEFORE USE lilt Design valid for use only with Milelda connectors.this design is based only upon parameters shown.and is for an Ind iv dun l bxdding component,not a huss system.Before use,the building designer must verify the dr{?Ixtcc±1lty of design parameters and properly incorporate this design Into the overall building ing design.Brack tg'ridiculed is lo prevent bxx:kfirg of iidividdual Ins web and/or chord mernbxirs oily.Addilkxxil ler rgxxay aid pernrawul txdx:irg MiTek" Is always requked for stability and to prevent collapse with possble personal injury and properly damage. For general gukknce regarding the tabrbation,storage,delivery,erection and bracing of trusses and truss systems,sooANSl/1Pll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avctld9Dle horn Truss Plate instttute,218 N.Lee Street.Suite 312.Alexandria VA 22314. I Tampa,FL 33610 Job t Truss Truss Type Oty Ply Borek Res T10317339 J160737 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:48 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-FMrygZt5UgFvzKvs3W FlRiSY555pr684?TVk46zr70D 1--1 I 1-8-12 I 2-0-0 I I 1-4-4 Scale=1:30.5 3x4= 3x4= 1.5x4 II 1.5x4 I I 3x3= 3x3= 3x4= 4x7= 4x7= 2 3 4 5 6 7 8 9 o • •i i • \ / '1\/\ / X. m i 0 0 • 18 17 16 15 14 13 12 11 li 3x3 II 5x5= 3x4= 3x4= 3x3= 3x3= 3x4= 5x5= 3x3 II I 7-1-4 I 8-1-4 } 9-1-4 I 18-4-0 _T 7-1-4 1-0-0 1-0-0 9-2-12 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[9:0-3-0,Edgej,[15:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.25 13-14 >879 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.37 13-14 >590 360 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 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) 18=995/Mechanical,10=995/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-992/0,9-10=-990/0,1-2=-793/0,2-3=-1935/0,3-4=-2849/0,4-5=-2849/0, 5.6=-2849/0,6-7=-2652/0,7-8=-1948/0,8-9=-789/0 BOT CHORD 16-17=0/1488,15-16=0/2383,14-15=0/2849,13-14=0/2856,12-13=0/2397,11-12=0/1486 WEBS 4-15=-332/0,1-17=0/1191,2-17=-1105/0,2-16=0/709,3-16=-712/0,3-15=0/784, 9-11=0/1185,8-11=-1108/0,8-12=0/732,7-12=-713/0,7-13=0/405,6-13=-331/0, 6-14=-261/369 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. WARNING-Verify du/gn parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERANCE PAGE M9.7479 rev.7dD32075 BEFORE USE Design valid for use only with Milekl,connectors.This design Is based only upon Fxxanotors shown.and Is for an ksdivId ual building component.not a truss system.Before use.the building designer must verify the�>t?flicatlllv of design parameters and properly incopxrale this design Into the overall N� bulking design. Brucirg indicuied is lo prevent b cktirg of individual truss web arcs/or chord rm d nrebers only.Acklliarui lernporaarca y permaxarl bcxarg MiTek' Is always required to stabltty 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,seeANS1/1PI1 Quality Criteria,DSB-89 and BCSI Building Compomnt 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Abexandrla,VA 22314. Tampa,FL 33610 Sob Truss Truss Type 1 Ory Ply Borek Res 1 1103173401 J160737 F15 Floor Supported Gable 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:49 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylqv-jYPK2vujF7NmbUU3dEm6_v_wW VfraeLEE7FIdYzr70C OH8 0.18 Scale=1:16.6 1 2 3 4 5 6 7 8 9 • •01 • •• • • • 0 t L •• 19 z --r o ago • •. • -• ,• - .. .............................. ❖..•.❖.•.•..•.❖.;.•.;.••••....•••••••••••••••••••••••••••••••❖.•••••:•: �:�:�:�•� i�•�i• 18 17 16 15 14 13 12 11 10 3x3— 3x3- 10-0-15 10-0-15 PlateOffsets(X,y)-- [1:Edge,0-0-12],[19:0-1-8,0-0-121,120:0.1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:52 lb 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, BOT CHORD 2x4 SP No.2(flat) except 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. All bearings 10-0-15. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1.4-0 oc. 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. r, 0 WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE 9I.7473 rev.1003/2015 BEFORE USE Design wild for use only with Mllelrt connectors.This design is base only upon parameters shown.and Is for on k rdKldud building component,not a truss system.Before use.the building designer must verify the applicability of design peruneters and properly Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of kndvidud lrussweb and/or chord nuenb eusonly. Ad iliorwl leniporay anlpeuurnmb u l uclrxl MiTek" ek• Is always required for stability and to prevent collapse with possible personal In►ry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANJI/tPI l alalfy cm.rla.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salsify Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 1 Job t Truss Truss Type Qty Ply Borek Res T103173411 J160737 F16 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:49 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-jYPK2vuj F7NmbUU3dEm6_v_t7VZHaU IEE7FIdYzr70C 09.1I I 1-3-0 THA426 THA426 THA426 Scale=1:13.1 8x10= 3x6 II THA426 4x7 II THA426 6x8= 1 9 THA426 2 10 3 11 12 4 I - " I \_ 1, I 1 - ! Ia B 7 6 6x8= 6x8= 3x6 I I 1-3-1 5-3-1 1-3-1 4-0-0 I Plate Offsets(X YL_ L:Edge,O-3-01[4:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.01 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.66 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:51 lb FT=20%F,11%E 1— LUMBER- BRACING- TOP CHORD 2x4 SP DSS(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=2835/0-3-8,5=2111/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-2804/0,4-5=-2093/0,1-2=-1481/0,2-3=-1481/0,3-4=-1324/0 BOT CHORD 6-7=0/2515 WEBS 4-6=0/1901,3-6=-1801/0,3-7=-1522/0,2-7=-815/0,1-7=0/2348 NOTES- 1)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. 2)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-5 from the left end to 4-9-5 to connect truss(es)to front face of top chord. 3)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 1-6-0 oc max.starting at 0-7-1 from the left end to 3-0-5 to connect truss(es)to back face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:5-8=-10,1-4=-100 Concentrated Loads(ib) Vert:3=-623(F)9=-1490(F=-644,B=-847)10=-817(B)11=-817(B)12=-655(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 5167473 rev.1693/1015 BEFORE USE. Design valid for use only with MITekto connectors.This design is based only upon parameters shown.and Is for on i dMdtal building component,notMit I a truss system.Before use,the building designer must verity the applIcc4AIty of design parameters and property incorporate this design into the overall txilrkrgdeslgrr. &acirgkalk:aledislopreventtrx:klkrgofaidivkdualhusswebaxi/orchrdmernbersonly.Adciilknxitemporary audperiwig lent bracing MiTek' Is always required for stability and to prevent collapse with postAe personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI t Quality Criteria,DSB-89 and SCSI Brading Component 6904 Parke East Blvd. Safely Information avaBabie from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 i Job Truss Truss Type Oty Ply Borek Res T10317342 J160737 F17 Floor Girder 1 1 Job Reference(optional) I Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:50 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-BkziFFvLOR VdCe3FAxILW 7XzTvxnJxuNTn_r9_zr7OB 1-3-0I I 0-7-6 I Scale=1:13.9 8x8= 6x8= THA426 6x6= 8x8= 1 2 10 3 4 .- o Aielk A& \ Pr \ .E. 8 76 6x6= 5x8 I 10x12 M18SHS= 4x7 11 3x6 11 7-4-6 I7-4.6 I Plate Offsets(X,Y)-- [1:Edge,0-3-0],[4:0-3-0,Edge],[9:Edge,0.1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid ! PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.03 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.05 7 >999 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP DSS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=2750/0-3-8,5=2014/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-2726/0,4-5=-1992/0,1-2=-2521/0,2-3=-3896/0,3-4=-1051/0 BOT CHORD 7-8=0/4969,6-7=0/2817 WEBS 1-8=0/3684,2-8=-3627/0,2-7=-1622/0,3-7-0/1630,3-6=-2670/0,4-6=0/2269 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)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. 3)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 3-7-9 from the left end to connect truss(es)to front face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=-2735 10=-1247(F) 4 1 0 WARMING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE Ms-7473 rev.10632015 BEFORE USE Design valid for use only with Malek®connectors.This design Is txised only upon parameters shown.and Is for an Individual buldkng component.not a truss system.Before use,the bulking designer must verify the apvitcduity of design parameters and properly Incorporate Ibis design Into the overall txitirg design. pkucYrg indicated is lo prevent ix/tidbit)at individual buts web cnxl/ar chord merntxrrs only. Ad Jliexxri ler np orury and permanent bracing Milek• i always required for staMltly and le prevent collapse with possible personal Injury and property damage. For general guidance regardhg the fcbrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1PI I Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East BNd. Safely Inlormalion available Corn Truss Plate instflute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33810 Jbb Truss Truss Type !Qty Ply Borek Res TI0317343 J160737 F18 Floor Girder I 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:51 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-fwX4TbvznldTgoeRkfpa3K43ZJ9 E2R_Xi RkOhRzr70A { 1-3-0 I I 1-5-15 I I 1-10-1 Scale=1:15.0 THA426 6x6- THA426 3x6 II 3x6 I'. THA426 6x6= THA426 THA426 6x6- 1 12 2 THA426 3 13 14 4 15 /6 5 I i i. iI i //1- r>� 10 6x6— 9 1.5X4 I I 6 5 *'.. 6 — 3x3 11 4x7= 3x3 II 1-6-0 5-8-0 5-10-7 6-6-15 8.0.15 1 1-6-0 I 4-2-0 2-j7 0-8-9 I 1.6.0 I Plate OffsetskX,Y)-- L3:0-3-0,0-0-0],[7:0-3-0,Edge],[8:0-1-8,Edgej LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.04 9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.07 9 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.46 Horz(TL) 0.01 6 n/a nta BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=1918/0-4-0,6=1346/Mechanical,7=1444/0-7-14 Max Gray 11=1918(LC 1),6=1346(LC 1),7=1496(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-1924/0,5-6=-1331/0,1-2=-1105/0,2-3=-2071/0,3-4=-2071/0,4-5=-1084/0 BOT CHORD 9-10=0/2071,8-9=0/2071,7-8=0/1084 WEBS 4-7=-2252/0,1-10=0/1623,4.8=0/1426,2-10=-1456/0,3-8=-866/0,5-7=0/1329 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-5-12 from the left end to 7.5-12 to connect truss(es)to front face of top chord. 6)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-11-8 from the left end to 6-11-8 to connect truss(es)to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-11=-10,1-5=-100 Concentrated Loads(Ib) Vert:2=-879(B)12=-887(B)13=-879(B)14=-138(F)15=-879(B)16=-187(F) • • 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED Mare(REFERANCE PAGE M6-7473 rev.10/93/2015 BEFORE USE + Design valid lot use only with mieltS connectors.'his design is based only upon parameters shown.and is lot an IrxiMd al building component,not a truss system.Before use.the building designer must verify the appl catpinv of design parameters and properly incorporate this design Into the overall baking de n. Brock g krdieHien]is le preverri buckling of lusdMUud truss web and/or chord members only. Addiuional lesp nary card pernrue ben'bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly dunnage. For general gukkrrce regarding the fabrication,storage.delivery.orectlon and tracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.AtexantrIcL VA 22314. i Tanga,FL 33610 Jbb 4 Truss Truss Type Qty Ply Borek Res 110317344 J160737 F19 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:52 2017 Page 1 I D:c3k2YGs05kJ5hvZyu70x?Dzylgv-774SgxwbY2lKSxCdIMKpbYcJbi W6npmgw5TyDtzr709 I 1-3-0 1-9-4 I I 2-0-0 I I 1-1-13 i Scale=1:15.3 THA426 THA426 THA426 THA426 THA426 THA426 THA426 8x8= 6x6- 3x6 II 3x6 I 8x8= 1 11 2 3 4 5 • • ` aD . \ , I • � Io s 10x12 M18SHS= 6 3x6 II 7 10x10 MT2OHS= 0 — 4x7 II 4x7 II 4-7-12 5-7-12 6-7-12 8-2-1 I 4-7-12 I 1-0-0 I 1.0.0 i 1-6-5 Plate Offsets(X,Y)-- 0:Edge,0-3-01,_d4:0-3-0,0-0-01,(5:0-3-0,Edge),[6:Edge,0-1-81,[7:0-1-8,Edpe],[10:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.13 8-9 >735 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.21 8-9 >460 360 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.81 Horz(TL) 0.01 6 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2014ITPI2007 . Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP DSS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2792/0-3-8,6=2494/0-3-8 Max Gray 10=2793(LC 3),6=2498(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2878/0,5-6=-2911/0,1-2=-1995/0,2-3=-3124/0,3-4=-3124/0,4-5=-3124/0 BOT CHORD 8-9=0/3533,7-8=0/3124 WEBS 3-8=-378/0,4-7=-2376/0,1-9=0/2865,2-9=-2325/0,2-8=-520/0,5-7=0/4549 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)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. 4)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-6-0 from the left end to 6-6-0 to connect truss(es)to front face of top chord. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-6-0 from the left end to 6-6-0 to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10,1-5=-100 Concentrated Loads(Ib) Vert:3=-1168(F=-879,13=-290)4=-1168(F=-879,B=-290)2=-1168(F=-879,B=-290)11=-910(F) 0 WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MM-7473 rev.108312015 BEFORE USE mi. Design valid for use only with Weld>connectors.This design is based only upon parameters shown.and Is for an Indivkiuol h lding component,not a teas system.Before use.the building designer must verify the appllcabllty of denim parameters and property Incorporate thls design Into the overall biking design n. 9mks)idk;aled is to prevent buckling of i kividxi kws wets and/or chord mer fibers only.Adaltiwrai ler nporay and pen maim 11 Waxing Milek• a always reamed to stability and to prevent collapse with possible personal injury and prey damage. For general gr,ldance regardng the 6904 Parke East Blvd. fabrication,storage.delNery,erection and bracing of trusses and truss systems.seeANSI/1PI i Qualify Criteria.DSB-89 and BCSI BuNdng Component Silty Information available from Truss Plate Insttlute.218 N.Lee Street.Suite 312,Mexandrla.VA 22314. Tamps,FL 33610 JEb ' Truss Truss Type Qty Ply Borek Res T10317345 J160737 F20 Floor 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:52 2017 Page 1 t D:c3tc2'(GsOSkJ 5hvZyuzOx?Ozyl qv-774 SgxwbY2t KSxCd 1M KPbYcLlic88n_gzgw5TyDtzr709 1 1-3-0 I 48�0-0-7 2-0-01 1.3.9 1 (— Scale=1:13.8 1.5x4 I 3x3= 1.5x4 II 1.5x4 II 3x3= 1 3x6= 2 3 4 5 6 1 • • •• •• 1 — `- 13 • e 1.5x4= m s v • 3x3= 12 11 10 8 3x3= 1.5x4 II - 3x3 I 3x3= 3x3= 3.5.5 -8-q 4-8-0 5-8-0 7-4-1 I 3-5-5 2-1 1-0.0 I 1-0-0 l 1-8-1 Plate Offsets(X,Y)— 113:0-1-8,0-0-121___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.02 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.02 10-11 >999 360 BCLL 0.0 Rep Stress'nor YES WB 0.09 Horz(TL) 0.00 7 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:47 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=261/Mechanical,7=265/0-3-8,9=248/0-3-8 Max Gray 12=261(LC 7),7=269(LC 4),9=281(LC 9) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-261/0,6-7=-261/0 WEBS 3-9=-400/255,4-9=-342/324,6-8=0/286 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. 4)CAUTION,Do not erect truss backwards. 0 WARNING•VM1y dadgn prameNrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.01.7077 me 70032016 BEFORE USE lilt Design valid for use only with MITekS connectors.ills design Is based only upon parameters shown-and Is fa an Individual building component,not a truss system.Before use.the building designer roust verify the aci:plhdAlty of design parameters and properly klcaporate this design Into the overall bulking debit);. (tuck kJ i ick:ated Is to prevent buckling of axivfdux4 Iruss web and/or chord',mothers only.Addilorrul leanporary and perrour recd black MiTek* Is Is always required for stability and to prevent collapse wtth possible personal Intuay and properly damage. for general guidance regarding the a fabrication.storage,dellvery,erectionand txacing of trusses and truss systems,seeANSI/IPI1 Quality CduMd terla,DSB-89 and BCS(Blny Component 6900 Parke East BNd. Silty Information avalable from Truss Plate Inslltute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 i Job ' Truss Truss Type Qty Ply Borek Res T10317346 J160737 F21 Floor 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:53 2017 Page 1 tD:c3k2YGsO5kJ5hvZyuzOx?Dzyigv-bJegtHxDJMtB35ngs4r2819WU6yLWRBp9IDVmJzr708 i 1-3-0 I I as-1 0 •pR-7 2-0-0 I I 1-0-1 I Scale=1:13.3 1.5x4 I I 3x3= 1.5x4 II 1.5x4 II 3x6= 1 3x6= 2 3 4 5 6 .::: ;.W‘IrgAllIllIl • :::`:::•. ,—:•.. 3x3= 12 11 10 '' 8 7 3x3= 1.5x4 I 3x3 I 3x3= 3x3 II 3-5-56.0, 4-8-0 5-8-0 7-0-9 I- 3-5-5 0-2.11 1-0-0 — 1-0-0 I 1-4-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.02 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.02 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014lTPI2007 Matrix-SH I Weight:46 lb 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 12=238/Mechanical,7=238/Mechanical,9=272/0-3-8 Max Gray 12=238(LC 7),7=243(LC 4),9=294(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-9.411/195,4-9=-297/330,6-8=0/253 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3)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. 4)CAUTION,Do not erect truss backwards. N. 0 WARNING-Yalfy dadgn parematara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0320IS BEFORE USE Design valid for use only with MIIelrSS connectors.fits 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 applk:ablity of design parameters and properly Incorporate this design Into the overall buidkrg design.Brox ksg irxdicoled is to prevent buckling of indrvkdual lr=weba ti/or cixxd'numbers only. Addiiaxli km'poesy and pee nROI re A hutukng MiTek• is always required for stability and to prevent collapse with possible personal kikay and properly damage. For Renard guidance regarding the fabrication storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DS8-89 and BCSI guiding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Stile 312,Nexandda.VA 22314. Tampa,FL 33610 Jbb ' Truss Truss Type Qty Ply Borek Res 710317347 J160737 F22 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:54 2017 Page 1 ID:c3k2YGsO5kJ5hvZytrzOx?Dzytgv-3VCD5cys4g?2hFMOPnMHhzinFW M_FvazOPy3Imzr707 Scale=1:13.6 13x3 II 2 3 4 5 6 7 j Li ,5 . I 14 13 12 11 10 9 8 3x3 II 3x3 1-4-0 2-8-0 _ 3-8-0 4-0-0 4.8.0 5-4-0 6-8-0 7-4-0 I 1-4-0 1-4-0 1-0-0 10-4-0 I 0-8-0 ( 0-8-0 I 1-4-0 I 0-8-0 Plate Onsets(X,Y)-- 115:0-1-8,0-0-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:40 lb 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, BOT CHORD 2x4 SP No.2(flat) except 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. All bearings 7-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 sirongbacks,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. 0 WARNING-Verity design parameters end READ NOTES ON MS AND INCLUDED MATEK REFERANCE PAGE MM-7473 rev-101031016 BEFORE USE. III Design valid for use oNy with Mlleke connectors.This design Is rased only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the taping designer must verify the ap pllcabNIN of design parameters and property Incorporate this design Into the overall Wiring design. Bracing Indicated d Is to prevail buckling of brdividuai buss web and/or chord members oNy.Ad itional temporary and permanent brcx;bsg MiTek" is always required for sl±itty and to prevent coltopse with poasble personal Inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. storage.delNery,erection and bracing of trusses cold truss systems.seeA NSUTPI I Quality Criteria,DS8-89 and SCSI Budding Component Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa FL 33610 Jib • Truss Truss Type Obi Ply Borek Res T10317348, J160737 F23 Floor 3 1 !Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:54 2017 Page 1 1D:c3k2YGs35kJ5h-vZyitzOx?Dzyigv-3VCD5cys4g92hFM0PnMi-ihzii?WipSFtaazOPy3lmzr707 { 2-3-8 I I 2-0-0 I --i- Scale=1:13.7 1.5x4 I I 1.5x4 II 3x3= 1 3x6= 2 3 4 - • • • i 9 77, 7l.5x4= 1 • • 7 6 3x3= 3x3= 3x3 I 3x3= 2-8-0 3-8-0 4-8-0 7-4-0 2-8-0 1-0-0 { 1-0-0 I 2-8-0 Plate Offsets(X,Y)-- [9:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.04 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:42 lb 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, SOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=390/0-3-8,5=383/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-378/0,4-5=-373/0,1-2=-443/0,2-3=-443/0,3-4=-443/0 BOT CHORD 6-7=0/443 WEBS 2-7=-252/0,1-7=0/522,4-6=0/508 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design paramebrs and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE M1.7473 rev.100312015 BEFORE USE. IIIIIII Design valid lot use only with MIIekS)connectors.This design Is based only upon parameters shown.and Is for an individual Ix1&ing component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly krco poste this design Into the overall tricing design. Brox;irg indicated is to prevent buckling of kxividual hues web and/or chord or only. Ad iilior ui lernpxxury aid permurter rl tracing 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,seeANSUlP11 Quality Criteria,DS8-69 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Instltule,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Jab Truss Truss Type Oty Ply Borek Res T10317349 J160737 F24 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:55 2017 Page 1 ID:c3k2YGs05kJ5hvZyuzOx?Drylgv-XimblyyUgz7VJPXCzUtWDAEyaweR_KE6c3icgCzr706 I 0-6-12 I 0. 6.4 —i 1 3x3 II 2 5x5= 3 3x3 II Scale=1:11.3 y li i i ab L I 4x7= 1.5x4 II 6 5 4 4x7= 0-3-0 0-10-8 1-8-8 0-3-0 0-7-8 l 0.10.0 Plate Offsets(X J [4:Edge,0-1-81,[6:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 4 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:20 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1235/Mechanical,4=1297/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or fess except when shown. BOT CHORD 5-6=0/544,4-5=0/544 WEBS 2-6=-1243/0,2-4=-1303/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-225 Concentrated Loads(Ib) Vert:2=-2189 t 111 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev.70032076 BEFORE USE ill I 1 Design valid for use oNy with MIIeIrtr connectors.This design Is based only upon parameters shown,and is f r an individual Melding component,not a truss system.Before use,the building designer must verify the aP.lc'llIty of design parameters and properly Incorporate this design into the overall bulking design. & itg kx&:ated is to prover l buckling of individual tiuss web and/or chord mei fibers only.Addiiaxxl letup onxy and pemxarerrt b to:hog 1 MiTek" Is always required for stability and to prevent collapse with possble personal Inlay and properly damage. For general guidance regarding the 6904 parka East Blvd. storage.delivery,erection and bracing of pusses and truss systems.seeANSI/1PI1 Guilty Criteria,DS8-89 and Dal Building Component Safety InformatIon available horn Truss Plate institute,218 N.lee Sheet,Suite 312.Alexandria VA 22314. 1 Tampa,FL 35610 Jbb • Truss Truss Type Qty Ply Borek Res T10317350 J160737 FG01 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:56 2017 Page 1 tD:c3k2YGs05kJ5hvZytlzOx7Bzylgv-OUKzWlz6bHFmwZWPXCP1mOn1 HKxMjnhGrjR9Nezr705 3-1-1 6-0-6 8.11.10 11-10-15 15-0-0 1 3-1-1 1 2-11-5 1 2-11-5 1 2-11-5 I 3.1-1 1 Scale=1:25.1 3x8= 3x8= 2x4 11 4— 19 2 3 4 5 20 � D 8 1 . 1 0 i T• 1 E .i r! I�, � • � LI I - 1 E (• I 13 8 • • • 14 3x8= 11 10 9 3x8= 3x4= 3-1-1 ( 6.0.6 613-1,5 7-11-15 I 8-11-10 19.7.151 1.1.10-15 I 15-0-0 { 3-1-1 2-11-5 03-10 1-8-0 0-11-11 0-8-5 2-3-0 3-1-1 LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.04 12-13 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.17 Horz(TL) 0.01 7 rVa n/a BCDL 10.0 ! Code FBC2014/TPI2007 Matrix-MSH Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 0-3-8 except(jt=length)14=0-5-8,10=3-4-0. (Ib)- Max Horz 14.63(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 14=-624(LC 4),7=-458(LC 5),10=-933(LC 4),11=-666(LC 5),9=-240(LC 5) Max Gray All reactions 250 lb or less at joint(s)except 14=1341(LC 13),7=1000(LC 13),10=2004(LC 13), 11=1481(LC 13),9=548(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1301/624,1-2=-1727/789,2-3=-1727/789,3-4=-385/819,4-5=-385/819, 6-7=-551/271 BOT CHORD 12-13=-193/378,11-12=-193/378,10-11=-193/378,9-10=-447/946,8-9=-447/946, 7-8=-447/946 WEBS 1-13=-823/1749,2-13=-1259/624,3-13=-666/1501,3-12=-1287/624,3-10=-1309/606, 4-10=-1248/618,5-10=-1936/886,5.7=-906/417 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0.0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45fY L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)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 ANSI/TPI 1. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)•This truss has been designed for a live load of 20.0psf 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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 624 lb uplift at joint 14,458 lb uplift at joint 7,933 lb uplift at joint 10,666 lb uplift at joint 11 and 240 lb uplift at joint 9. . ��-���rI�t—��v�.a p--�� C',1117ARNNCQvrll'hesign penmstrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE*11.7473 row.16O3/20I S BEFORE USE. Design valid to use only with Mlekta connectors.This design k based only upon parameters shown,and Is for an Individual Lwkiing component,not . o truss system.Before use.the building designer must verify the applicability of design parameters and properly Irx.orpxate this design Into the overall baking design. Brucirg indicated is to preveril buckling of kakvidual buss wet end/or chord members only.Adalliorxal lenrporay and perp onerli bracing MiTek" is always required for stability and to prevent couapse with possele personal inky and properly damage. for general guidance regadirg the fabrication,storage,delNery.erection and bracing of trusses and truss systems.seeANSI/TPIt Cually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instttule.218 N.Lee Street.:site 312.Alexandria,VA 22314. Tampa,5L 33610 JGb Truss Truss Type Oty Ply Borek Res T10317350 J160737 FGO1 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 6 Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:56 2017 Page 2 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-OuKZ W I26bHFmwZW PXCPImOn 1 HKxMjnhGrjR9Nezr705 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-6=-354,7-14=-20 f A WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1043/2015 BEFORE USE Design valid for use only with!Wok®connectors.This design Is based only upon parameters shown.and Is for an individual balding component,not a truss system.Before use,the building designer must verify the ap pNcctlity of design parameters and properly incorporate this design Into the overall building design. Bracing indicaled Is la prevent buckling of irrdMdu l buss wet"aid/or chord members only.Additional temporary ray and permanenl brackg MiTek' Is always requited for stabltty 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.seeANSI/lP11 GuaYty Criteria,DSB-e9 and BCSI Building Component 6904 Palo East Blvd. Safety Information avrlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jab - Truss Truss Type Qty Ply Borek Res 1 110317351 11 J160737 I FG02 PIGGYBACK BASE GIRDE 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:57 2017 Page 1 ID.c3k2YGs05kJ5hvZyuzv,c?Dzylgv-U4uLje_kMbNdYj5b5vw_ibK6KIAES1 bP4NBjv5zr704 2-10-3 6-10-10 10-11-1 14-11.9 19-10-10 24-7-15 29.7-0 2-10-3 ' 4-0-7 [ 4-0-7 I 4-0-7 1 4-11-1 I 4.9.5 [ 4-11-1 5x8 M18SHS- Scare=1:72.8 1.5x4 II 5x5= 8x8= S 20 6 7 P1 8 6x6 O 8.001 -12 q V3x8 i \• 3 AT.411 I4x10•i12/� .—lli'III IMP_I IIIM i! MRA_MM=Ill IIIIII.1I1[1111HIIIiiii d ; = 15 22 14 23 13 24 12 25 26 27 1128 29 30 31 10 32 33 34359 3x6 I I 8x8= 8x8= 8x8= 10x10= HHUS48 12x14 5x10 MT2OHS= 6x8= — HHUS48 HGUS28-3 HHUS48 1-1HUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 2-10-3 6-10-10 10.11.1 14-11-9 19-10-10 24-7-15 29-7-0 21 0-3 4-0-7 4-0-7 - 4-0-7 i 4-11-1 I 4-9-5 I 4-11-1 Plate Offsets(X,Y)-- [1:0-4-0,0-3-1415:0-6-4,0-2-4[7:0-2-4,0-2-0],[9:Edge,0-2-8],[10:0-3-8,0-6-0],[11:0-5-0,0-5.12],[12:0-3-4,0-5-8],[13:0-4-0,0-6-0],[14:0-3-8,0-5-12] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.26 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.42 12-13 >830 180 MT2OHS 187/143 BOLL 0.0 * Rep Stress lncr NO WB 0.96 Horz(TL) 0.07 9 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:964 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, 5-8:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2'Except' WEBS 2 Rows at 1/3 pts 8-9 8-9:2x6 SP No.2,8-10:2x4 SP No.10 T-Brace: 2x4 SP No.2-5-11,6-11 OTHERS 2x6 SP No.2 2x6 SP No.2-4-12,7-10 SLIDER Left 2x4 SP No.2 2-7-13 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. • Brace must cover 90%of web length. REACTIONS. (lb/size) 1=5409/0-5-8,9=5498/Mechanical Max Horz 1=508(LC 7) Max Uplift 1=-1086(LC 8),9=-578(LC 5) Max Gray 1=12973(LC 12),9=17005(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-13261/1075,2-3=-19665/936,3-4=-16859/739,4-5=-13444/623,5-6=-10157/488, 6-7=-10157/488,7-8=-6587/362,8-9=-14499/553 BOT CHORD 1-15=-1409/14678,14-15=-1392/14686,13-14=-967/16443,12-13=-722/13857, 11-12=-568/11186,10-11=-338/6587 WEBS 2-15=-622/943,2-14=-751/2008,3-14=-315/4367,3-13=-3917/457,4-13=-302/6755, 4-12=-5780/437,5-12=-373/9711,5-11=-2397/183,6-11=-270/197,7-11=-360/8517, 7-10=-7749/548,8-10=-529/15837 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 1-0-0 oc,2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD 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 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=30ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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,with BCDL=10.0psf. 9)Refer to girder(s)for truss to truss connections. WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE M67473 rev.1003/1015 BEFORE USE Design valid for use only with MITekS connectors.This design Is based only upon parameters shown.and Is for an IndMdud buldkng component,not a time system.Before use,the bulling designer must verify the applicability of design parameters and property Incorporate this design Into the overdl busing designs. Brackbp krcficaled is io prevent buckling of individual lussweb and/or chord mei txirs only.Axhiltorxl lernpurcay xaxl permxxter ri brackrg Nk' Is dways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/fPIt Qua Ily Crtlab,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. -- _ - Tampa,FL 33610 Jbb Truss Truss Type Qty Ply Borek Res T10317351 J160737 FG02 PIGGYBACK BASE GIRDE 1 3 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:57 2017 Page 2 lD:c3k2YGsO5kJ5hvZyuzOx?Dzylqv-U4uLje_kMbNdYj5b5vw_IbK6KjAES1 bP4NBjv5zr704 NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1086 lb uplift at joint 1 and 578 lb uplift at joint 9. 11)Use Simpson Strong-Tie HGUS28-3(36-10d Girder,12-10d Truss)or equivalent at 2-10-3 from the left end to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 2-2-8 oc max.starting at 4-8-8 from the left end to 29-4-4 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-8=-54,9-16=-20 Concentrated Loads(Ib) Vert 9=-441(F)13=-625(F)15=-1287(F)14=-571(F)22=-571(F)23=-625(F)24=-251(F)25—571(F)26=-571(F)28=-571(F)29=-571(F)31=-554(F)32=-554(F) 33=-554(F)35=-433(F) WARNNG-Verify deelgn pnemebn and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE Ml-7473 rev.1003/2015 BEFORE USE IMO" Design valid for use only with MllelcS connectors.This design Is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use.the building designer must verity the appllcabltty of design parameters and properly kncorrxrate this design Into the overall building design. Broca krInic:01 i is to prevent budding of 4xfivirlud truss web anchor druid members only.Adcliiornri leinporary and penrna rent bracing MiTek' Is always regiired for siablllty 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.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtmle from Truss Plate Mltute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Borek Res T10317352 J160737 FG03 Flat Girder 3 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:58 2017 Page 1 ID:c3k2YGsO5kJ5hrvZyuzO?Dzyigv-yHSjx_?M7uVUAsgnedRDrpsOr7i0BhaZJ 1 wGRXzr703 3-3-13 6-7-9 3-3-13 ) 3-3-13 Scale=1:12.7 3x4= 1.5x4 II 3x4= 1 2 • NAILED 53x8= NAILED NAILED 6 1.5x4 !I 1.5x4 II 3-3-13 6-7-9 3-3-13 3-3-13 —1 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL, in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Verl(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.02 5 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.15 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MSH Weight:101 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1743/0-5-1,4=1307/Mechanical Max Horz 6=-63(LC 4) Max Uplift 6=-292(LC 4),4.779(LC 5) Max Gray 6=1936(LC 25),4=1512(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1869/266,1-2=-2077/1071,2-3=-2077/1071,3-4=-1419/726 WEBS 1-5=-1183/2244,2-5=-1597/792,3-5=-1183/2270 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=2511;B=45ft;L=24th eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)*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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 292 lb uplift at joint 6 and 779 lb uplift at joint 4. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-354,4-6=-20 Concentrated Loads(Ib) Vert:5=-73(B)1=-460 7=-73(B)8=-74(B) � 1 0 WARNING-Verify dedgn parameters and READ NOTES ON MRS AND INCLUDED NITER REFERANCE PAGE Mf.7473 rev.10/03QOI S BEFORE USE Design valid for use only with Welt®connectors.rills design Is based only upon parameters shovm,and Is for cn Individual building comment,not a truss system.Before use.the bulking designer must verify the applfcabIIfy of design irrameters and property incorporate this design Into the overall buldingde*Tgrr. fluxing ixficuledislo{reveii buckling ofk vidualhumwebaul/crchorrdmernberswrly.Adc9lkxxilemporay(sal pemrarenitxcx;ing Mllek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrk:atlon.storage,delivery,erecilo n and bracing of trusses and truss systems,seeANSI/IPl l Qualify Criteria,DS849 and BCSI Building Component 6904 Parke East BNd. Sa.ty Information avdlaile from Truss Plate Institute.218 N.Lee Street.Su to 312,Alexandria VA 22314. Tampa,FL 33610 Jdb * Truss Truss Type Qty Ply Borek Res 710317352' J160737 FG03 Flat Girder 3 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:58 2017 Page 2 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-yHSjx_?M7uVUAsgnedRDrpsOr7i0BhaZJ 1 wGRXzr703 LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-303,4-6=-20 Concentrated Loads(Ib) Vert:5=-62(B)1=-460 7=-62(B)8=-63(6) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-233,4-6=-40 Concentrated Loads(Ib) Vert:5=-37(B)1=-460 7=-37(B)8=-38(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=204,4-6=-6 Horz:1-6=21,3-4=25 Concentrated Loads(Ib) Vert:5=87(B)1=-460 7=87(B)8=87(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=204,4-6=-6 Horz:1-6=-25,3-4=-21 Concentrated Loads(Ib) Vert:5=87(B)1=-460 7=87(B)8=87(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-298,4-6=-20 Horz:1-6=36,3-4=10 Concentrated Loads(Ib) Vert:5=101(B)1=-460 7=101(B)8=100(B) 7)Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pli) Vert:1-3.183,4-6=-20 Horz:1-6=-10,3-4=-36 Concentrated Loads(Ib) Vert:5=101(B)1=-460 7=101(8)8=100(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=140,4-6=-6 Horz:1-6=-32,3-4=32 Concentrated Loads(Ib) Vert:5=87(8)1=-460 7=87(B)8=87(B) 9)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-3=90,4-6=-6 Horz:1-6.32,3-4=32 Concentrated Loads(lb) Vert:5=87(3)1=-460 7=87(B)8=87(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-284,4-6=-20 Horz:1-6=-17,3-4=17 Concentrated Loads(Ib) Vert:5=101(B)1=-460 7=101(B)8=100(6) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-284,4-6=-20 Horz:1-6=-17,3-4=17 Concentrated Loads(Ib) Vert:5=101(6)1=-460 7=101(6)8=100(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Veil:1-3=-152,4-6=-20 Concentrated Loads(Ib) Vert:5=-28(B)1=-460 7=-28(B)8=-29(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-413,4-6=-20 Horz:1-6=27,3-4=8 Concentrated Loads(Ib) Vert:5=76(B)1=-460 7=76(B)8=75(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-327,4-6=-20 Horz:1-6=-8,3-4=-27 Concentrated Loads(Ib) Vert:5=76(6)1=-460 7=76(B)8=75(B) Q WARNING-Vivify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM-7173 rev.16032015 BEFORE USE Design valid for use only with connectors.this design Is based only upon parameters shown,and Is for an Individual twlding component,not a truss system.Before use.the txitdhng designer must verify the atxplIcat lily of design parameters and properly Inecrrxaate this design Info the overall buidSng design. Brachia indicated Is lo prevent buckling of individual 6uas web and/or chord nrernbers orgy. A<kSBunal len nwordy aid pen rica ni brach rg MiTek Is always waited for sklbUty and to prevent collapse with rx'e personci Injury and property damage. for general gukknce regardng the fabrication storage,delivery,erection and tracing of tenses and tnrss systems.seeANSI/1PI l Guilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdaly Information avdtable from Tem Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33850 Jo'b Truss Truss Type Qty Ply Borek Res 710317352 J160737 FG03 Flat Girder 1 3 i Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:58 2017 Page 3 ID:csk2VGs05kJ5twZyrizOx?Dzylgv-yHSjx_?M7uVUAsgnedRDrpsOr7i0BhaZJ 1 wGRXzr703 LOAD CASE(S) Standard 15)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-403,4-6=-20 Horz:1-6=-13,3-4=13 Concentrated Loads(lb) Vert:5=76(8)1=-460 7=76(B)8=75(8) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 • Uniform Loads(pif) Vert:1-3=-403,4-6=-20 • Horz:1-6=-13,3-4=13 Concentrated Loads(lb) Vert:5=76(B)1=-460 7=76(8)8=75(8) 17)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=204,4-6=-6 Horz:1-6=21,3-4=25 Concentrated Loads(Ib) Vert:5=-78(B)1=-460 7=-78(B)8=-78(B) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=204,4-6=-6 Horz:1-6=-25,3.4=-21 • Concentrated Loads(Ib) Vert:5=-78(B)1=-460 7=-78(B)8=-78(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 • Uniform Loads(pit) Vert:1-3=-298,4-6=-20 Horz:1-6=36,3-4=10 Concentrated Loads(lb) Vert:5=-64(B)1=-460 7=-64(B)8=-65(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) • Vert:1-3=-183,4-6=-20 Horz:1-6=-10,3-4=-36 • Concentrated Loads(Ib) Vert:5=-64(B)1=-460 7=-64(B)8=-65(B) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=140,4-6=-6 Horz:1-6=-32,3-4=32 Concentrated Loads(Ib) Vert:5=-78(B)1=-460 7=-78(B)8=-78(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=90,4-6=-6 Horz:1-6=-32,3-4=32 Concentrated Loads(Ib) Vert:5=-78(B)1=-460 7=-78(B)8=-78(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-284,4-6=-20 Horz:1-6=-17,3-4=17 Concentrated Loads(Ib) Vert:5=-64(B)1=-460 7=-64(B)8=-65(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-284,4-6=-20 Horz:1-6=-17,3-4=17 Concentrated Loads(Ib) Vert:5=-64(B)1=-460 7=-64(B)8=-65(B) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-413,4-6=-20 Horz:1-6=27,3-4=8 Concentrated Loads(Ib) Vert:5=-80(B)1=-460 7=-80(B)8=-81(B) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-327,4-6=-20 Horz:1-6=-8,3-4=-27 Concentrated Loads(Ib) Vert:5=-80(B)1=-460 7=-80(B)8=-81(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 A WARNING-Vori y design prrroters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE Mt-7473 rw.10103/2018 BEFORE USE Design valid for use only with MIlekS connectors.This design Is based only upon parameters shown.and Is for an individual bolding 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 Wirt rg design. Bracing indicated is lo prover rl buckling of individual truss web and/or clrard nrernbers only.Aakflionul temporary and pannrarnenl Lsax;ing MiTek B always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. storage,defter'',erection and bracing of trusses and truss systems,see-ANSI/1911 Gutty Criteria.DSB-89 and SCSI Bulling Component Silty Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Jib 'Truss Truss Type Oty Ply Borek Res T10317352 J160737 FG03 Flat Girder 3 ;Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:58 2017 Page 4 ID:c3k2VGsO5kJ5hvZyliZOx?Dzytgv-yHSjx_TM7uV UAsgnedRDrpsOr7i0BhaZJ 1 wGRXzr703 LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-3=-403,4-6=-20 Horz:1-6=-13,3-4=13 Concentrated Loads(Ib) Vert:5=-80(B)1=-460 7=-80(B)8=-81(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-403,4-6=-20 Horz:1-6=-13,3-4=13 Concentrated Loads(Ib) Vert:5=-80(B)1=-460 7=-80(B)8=-81(B) Q WARNING-Verify design prarmMn and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE M1-7473 rw.1G/03/2015 BEFORE USE. Design valid for use only with MiTelc®connectors.las design Is based only upon paaneters shown.and is for an individual landing component.not a truss system.Before use.the Ixik*na designer must verity the applicability of design parameters and properly incorporate this design Into the overall baking design. Bruck tg irldicaled is to prevent Uucidir tg of k Oviduct hubs web a td/or druid r numbers only.Adclliosu llernporayopKJpermalentWcx:Wg MiTek. Is always required for skiAity and to prevent collapse with possible personal ir*ay aid property damage. For general guidance regorang the fabrication.storage,delivery,erection and bracing of trusses and taus systems,seeANSI/1PI I Quality Creerla.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information available from truss Plate Instttule,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tamps.FL 33610 Job Truss Truss Type Oty Ply j Borek Res 110317353 J160737 FG04 Flat Girder 1 3 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:59 2017 Page 1 ID:c3k2YGs05kJ5hvZyuz0x?Dzylgv-OT068K0_UCdLn0F_CKySOOPUmXsLW6BiXhggzzzr702 4-5-5 8-10-10 4-5-5 ( 4-5-5 Scale=1:16.6 1.5x4 I 3x5= _ 1 3x5 2 3 n n n n n S I I I I I I I I I I 7 8 9 10 11 NAILED NAILED3x10_ NAILED 6 NAILED 4 2x4 II 2x4 II 4-5-5 __ 8-10-10 4-5-5 4-5-5 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.10 4-5 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.32 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1875/0-3.8,4=2307/0-5-1 Max Horz 6=-60(LC 4) Max Uplift 6=-1054(LC 4),4=-1005(LC 5) Max Gray 6=2045(LC 25),4=3196(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1782/904,1.2=-3923/1849,2-3=-3923/1849,3-4=-1789/904 WEBS 1-5=-1944/4096,2-5=-2169/1076,3-5=-1944/4096 NOTES- 1)n/a 2)3-ply truss to be connected together with 10d(0.131"x3-)nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45ft;L=2411 eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0pst 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1054 lb uplift at joint 6 and 1005 lb uplift at joint 4. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2431 lb down at 7-5-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-354,4-6=-20 Concentrated Loads(Ib) Vert:7=-76(B)8=-73(B)9=-73(B)10=-73(B)11=-673(F) 0 WARNING-Verify design peremptory and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE. Design valid for use only with!Woke connectors.this design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall ixildkkr design. pucirg W.:aled is to prevenl buckling of Individual truss web aril/or cldxd unernbets only.Addll rsl ternparery and pe0narretul biuvi,ng MiTek• is always required for stability and to prevent collapse wtth possible personal IiUy and property damage. For general guidance regadrrg the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAW31/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bud. Saltily Information available from Truss Hate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Jbb • Truss Truss Type Oty Ply Borek Res 110317354, J160737 A01 Common 7 1 Job Reference(optional) Manning Building Supplies. Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:11 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?DZylgv-gE6y3VQtCSa91 eaIOF5BRuOGsBW AgOieVD2HHIzr70o 7-11-8 15-11-0 i 7-11-8 7-11.8 • 5x5= Scale=1:38.4 2 8.00 12 Ih\% 8 10 3 1 a I.lgw. dr wr. a 1E17 Sail IP" 5 r� 6 8x8= 4 4x10= 8x8= i 7-11-8 I 15-11-0 7-11-8 7-11-8 Plate Offsets(X,Y)-- [4:Edge,0-6-8),[6:Edge,0-6.8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.19 4-5 >998 180 BCLL 0.0 * Rep Stress lncr YES WB 0.16 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=578/0-5-8,4=578/0-5-8 Max Horz 6=-175(LC 10) Max Uplift 6—208(LC 12),4=-208(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-648/261,2-3=-648/261,1-6=-521/270,3-4=-521/270 BOT CHORD 5-6=-273/516,4-5=-262/453 WEBS 2-5=0/338,3-5=-152/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-11-8,Exterior(2) 7-11.8 to 10-11.8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=208,4=208. la. A WARNING•Verify deelyn parenaten and READ NOTES ON THIS AND INCLUDED M1fEK REFERANCE PAGE MO-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mitek&connectors.this design Is used only upon parameters shown.and Is for m Individual b ulding 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 , buildNng design. &tieing indculed IN to prevenl budding of irtfviduai truss webaxd/or clxxd rneursbeis only.Addllfurxil lemporay and permaxrsi trcx;Wd MiTek' is always required for stability axd lo prevent collapse with possible tx,rso nal Injury and properly damage. For general guidance regarding the fc trrlcation,storage.delivery,erection and tracing of trusses and truss systems,seeANSUIPI I Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate InstItute,218 N.lee Street.Suite 312,Alexandria.VA 22314. i Tampa.FL 33610 J8b Truss Truss Type Oty Ply Borek Res T10317355; J160737 A02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:12 2017 Page 1 iD:c3k2YGsO5kJ51wZyuzOx?Dzytgv-IOgKHFRVzmi0eo9xyycQ_6yT5bgyPnMnktngpBzr70n 4-10-14 9-6-3 15-11-0 4-10-14 l 4-7-6 I 6-4-13 Scale=1:43.6 4x4= 3x6= 3 12 13 4 8.00 12 4x4-i 11 2 i• 10 8x8= 1 v r. .\\O IR 8 7 14 9 6••••5 3x8= 3x4 1I 9-6-3 15-0-0 5-11- 1 9-6-3 I 5-5-13 11-0 Plate Offsets(X,Y)-- [1:Edge,0-3.4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.20 7-9 >868 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.51 7-9 >345 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:102 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. REACTIONS. (lb/size) 5=552/1-2-8,9=577/0-5-8,6=27/0-3-8 Max Horz 9=339(LC 11) Max Uplift 5=-390(LC 9),9.190(LC 12),6=-91(LC 13) Max Gray 5=552(LC 1),9=577(LC 1),6=202(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-368/148,2-3=-485/280,3-4=-431/283,4-5=-534/394,1-9=-306/160 BOT CHORD 7-9=-550/783 WEBS 2-7=-333/251,4-7=-358/595,2-9=-353/186 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-3,Exterior(2)9.6-3 to 13-9-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 5=390,9=190. Q WARNING-Verify deign pererrrNere and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.1003/I015 BEFORE USE till Design valid for use only with MIlek*f connectors.this design is based only upon parameters shown,and Is for an ndMd ci bulding component.not a truss system.Before use,the building designer must verify the applk dbIlty of design fxmameters and properly incorporate this design into the overall brAdkrg design. Brackrg indicated is lo prevent buckling of individual lam web axl/or chord mei nbsrs only.Additirui lernporay and permawnl brackrg MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regain the fabrication.storage,delivery,erection and bracing of inoses and truss systems.seeAl4Si/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiable from truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tarrya,P1 33610 IJob Truss Truss Type Qty Ply Borek Res T10317356. J160737 A03 Half Hip 1 1 Job Reference(optional) 1 Manning Building Supplies. Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:12 2017 Page 1 1D:c3k2YGs05kJ5hvZyuzOx?Dzytgv-IQgKHFRVzmi0eo9xyycQ_6yTgbwAPovnktngpBzr7on 1 5-10-14 11-6-3 1 15-0-0 5-10-14 5.7.6 3-5-13 4x7= Scale=1:49.4 3x4= 3 11 12 4 8.00 12 3x5�i 10 I 2 9 BxB \1 1 i a .= ic"8� 7 6 5x5=5 8 4x4= 3x4= 5-10-14 11-6-3 15-0-0 1 5-10-14 5-7-6 3-5-13 Plate OffsetjX,Y)-- [1:Edge,0-6.8],[3:0-5.4,0-2-0],[4:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.49 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:110 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-5,3-5 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 5=544/0-3-8,8=544/0-5-8 Max Horz 8=405(LC 9) Max Uplift 5=-293(LC 9),8=-176(LC 12) Max Gray 5=564(LC 17),8=544(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-657/284,2-3=-361/252,1-8=-495/254 BOT CHORD 7-8=-631/752,6-7=-506/791,5-6=-267/372 WEBS 2-6=-537/304,3-6=-190/458,3-5=-636/403,1-7=-26/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-6-3,Exterior(2) 11-6-3 to 14-10.4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s)except(jt=1b) 5=293,8=176. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING•Way design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*41-7473 rev.10/03/2015 BEFORE USE. liff Design valid for use only with Mllekd connectors.This design Is teased only upon parameters shown.and Is for an hdivklual bolding component.not a truss system.Before use.the balding designer must verify the ap{licablity of design parameters and properly bcorpoiate this design Into the overall buildup debisln. Bracing irxlk:aled is to prevent buckling of kidivkiud truss web u d/or chord reembers only.Adalica i lernpouy and pea naval!tracing MiTek" is always required for stability and to prevent colcpse wtth po sl.Ne personal injury and properly damage. to general gtidarce regarding the 6904 Pae East Blvd.!abdication.storage,delivery,erection and bracing of trusses and trusss /TP systemseeANSII l Quality Cdterla.DS8-89 and SCSI Building Component 6a Et 0 Safety Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,Parke • Job l Truss Truss Type ;Qty Ply Borek Res T10317357 J160737 A04 HALF HIP 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:13 2017 Page 1 ID:c3k2YGsO5kJ5trvZytizOx?Dzylgv-mdEjUbS8k3r1Gyk8W g7fWJVcx_AW 8l8xyXXOLezr7Om 6-10-14 13-6-3 15-0-0 6-10-14 6.10-14 6.7.6 1-5-13 Scale=1:58.6 4x4= 3x4 3 4 8.00 I12 10 3x5 2 9 6x8= i \ a .= a g 7 6 5 4x4= 4x4 I I 3x4= 6-10-14 13-6-3 15.0-0 6-10-14 6-7-6 1-5-131 Plate Offsets(X,Y)-- [1:Edge,0-6-8],[4:Edge,0-1-8],[5:Edge,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.25 6-7 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.44 6-7 >397 180 BCLL 0.0 " I Rep Stress lncr YES WB 0.29 Horz(TL) 0.01 5 Na n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-MSH Weight:106 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-5,2-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 5=544/0-3.8,8=544/0-5-8 Max Horz 8=386(LC 12) Max Uplift 5=-322(LC 12),8=-69(LC 12) Max Gray 5=572(LC 17),8=544(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-660/58,1-8=-499/124 BOT CHORD 7-8=-478/572,6-7=-348/629 WEBS 2-7=-21/334,2-6=-739/407,1-7=0/298 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-6-3,Exterior(2) 13.6-3 to 14-10-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0pst 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 100 lb uplift at joint(s)8 except(jt=lb) 5=322. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • • 0 WARNING-Verily design pararrrefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 ow.14032015 BEFORE USE. • Design valid for use only with ANTek®connecbrs.Bis 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 appticaility of design parameters and property Incorporate this de skin into the overall taildi>E1 design. Bracing kids:01 ci is to prevent buckling of knividual iruss web axi/or chord members only.Aridlional krnparay and pen named laming i MRek' is always requked for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the tctricatkrn.storage.delivery,emotion and bracing of trusses and truss systems,se eANSU1Pt l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. • Safety Information available from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Borek Res I T10317358 J160737 A05 MONOPITCH 5 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:14 2017 Page 1 ID:c3k2YGs05kJ5hvZytizOx?Dzytgv-EpoSixTmUNzju61K3Neii3X2140YLikl4 BBGxul4zr701 I 7-6-0 I 15-0.0 7-6-0 7-6-0 Scale=1:60.5 2x4 I I 3 • 1 78.001711 vfi ors 66 5 9 4 8x8= 4x4= 555= 7-6-0 15-0-0 7-6-0 1 7-6-0 Plate Offsets(X,Y)-- [6:Edge,0-6-B]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.18 4-5 >967 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:97 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-4,2-4 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=544/0-5-8,4=544/0-3-8 Max Horz 6=421(LC 12) Max Uplift 6.45(LC 12),4=-346(LC 12) Max Gray 6=544(LC 1),4=631(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-626/0,1-6=-481/90 BOT CHORD 5-6=-557/694,4-5=-309/585 WEBS 2-5=0/331,2-4=-718/378,1-5=-109/265 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it;L=24ft eave=4lt Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 14-10.4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf 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,with BCDL=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4=346. • 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Wally d.eIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE i . I Design valid for use only with MIIeica connectors.This design Is based only upon parameters shown.and Is for an Individual building component.not 11 a huss system.Before use.the building designer must verify the applicability of deslm parameters and properly Incorporate fhb design Into the overall Witting design. Bracing irndk:uteri is to prevent buckling of individual truss web and/or chord members only. Adclikrni iempxray ani pennurro t tracing MiTek" Is always required for stability and to prevent collapse with pxxsble personal inlay and property damage. For general guidance regarding the fabricatkrn storage.delivery,erection and bracing o1 trusses aril truss systems,seeANSUIPI I Quality Criteria,DSB-$9 and SCSI Bung Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute,218 N.Lee Street.State 312,Aiexaudda.VA 22314. I Tampa,FL 33610 s Job Truss Truss Type Qty Ply Borek Res T103173591 J160737 A06 MONOPITCH 5 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:14 2017 Page 1 lD:c3k2YGsO5kJ5hvZytlzOx?Dzylgv-Epo5ixTmUNzju6lK3Neu3X218OYOtkn4BBGxn14zr701 7-5-12 14-11-8 II 7-5-12 i 7.5.12 Scale=1:60.3 2x4 I I 3 8 8.0012 3x5'i 2 7 1 i 6� 5 9 4 8x8= 4x4= 5x5= 7-5-12 14-11-8 7-5-12 I 7-5-12 Plate Offsets(X,Y)-- [6:0-3-4,0-6-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.18 4-5 >975 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.33 Horz(TL) 0.01 4 n/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-4,2-4 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=543/0-5-8,4=543/0-3-8 Max Horz 6=420(LC 12) Max Uplift 6=-45(LC 12),4=-345(LC 12) Max Gray 6=543(LC 1),4=629(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-624/0,1-6=-479/90 BOT CHORD 5-6=-555/691,4-5=-308/584 WEBS 2-5=0/330,2-4=-716/377,1-5=-108/264 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 14-9-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) 4=345. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verily design parerneters and READ NOTES ON MS AND INCLUDED PARER REFERANCE PAGE iA7473 rev.IA03/2016 BEFORE USE. • Design valid for use only with Mllek®connectors.Ns design is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the bulling designer must verify the applicability of design paameters and properly I ncorixxate this design Into the overall bulking design. arcx:Sig kxfic:uied q to prevei rl bucklkrg of individual truss web at chord members only. Additional lernpxxay and permorreirl buacing MiTek" Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 East Blvd. latxicatbn.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quilty Criteria.DSB-89 and BCSI Bulking Component 69P,Parke East B Safety Information a.'dlabie from Truss Plate InstllcAe,218 N.lee Street.State 312 Alexdandrta.VA 22314. 1 Job Truss I Truss Type Oty Ply Borek Res •• T10317360' J160737 B01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonvitle,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:16 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-BCvr6dU00_DR7PSjBohM8y73xCEjLZ?NeVl2yzzr70j 3-7-12 7-0-0 12-7-4 18-0-12 I 23-6-4 29-1-8 l 3-7-12 ) 3-4-4 I 5-7-4 5-5-8 5-5-8 5-7-4 Scale=1:51.3 NAILED NAILED NAILED NAILED 5x8= _ _ NAILED NAILED 1.5x4 H NAILED 3x6 NAILED 6x6 NAILED NAILED 6x6 4 20 21 5 22 23 24 25 6 26 27 28 7 29 30 9 8.00 12 'rlrlu_tII iii_rlrOi�Mr�iIil IIl td B 1.5x4 Q \ 4x7�i 3 a 1 � t b — II r 0 II II II I I I IIMM I 1 II 13 31 32 12 33 34 35 11 36 37 38 39 40 ''-4 9 3x4= NAILED NAILED 8x8= NAILED 2x4 I� NAILED 6x10_ NAILED 3x10 MT2OHS H 4x10 II NAILED NAILED NAILED NAILED NAILED 0)4]4 3-7-12 i 7-0-0 I 12-7-4 I 18-0-12 _ _f 23-6-4 29.1.8 H 0.4-4 3.3-8 3-4-4 5-7-4 5-5-8 5-5-8 5-7_4_ Plate Offsets(X,Y)-- [1:0-5.8,Edgej,[4:0-5-12,0-2-01J7:0-3-0,Edge),[12:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.19 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.30 11-12 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, 7-8:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.1 D'Except' BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. 9-12:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-9,6-10,8-10 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2 3-0-0 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=2327/0-3-8,9=2340/0-5-8 Max Horz 1=248(LC 24) Max Uplift 1=-1378(LC 8),9=-1463(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3203/2002,3-4=-3237/2053,4-5=-3538/2273,5-6=-3538/2273,6-7=-2194/1426, 7-8=-2194/1426,8-9=-2237/1445 BOT CHORD 1-13=-1671/2484,12-13=-1805/2697,11-12=-2148/3329,10-11=-2148/3329 WEBS 3-13=-340/396,4-13=-192/566,4-12=-691/1162,5-12=-649/562,6-12=-227/287, 6-11=-22/445,6-10=-1556/979,7-10=-671/610,8-10=-1862/2970 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=29ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and fight exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1378,9=1463. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)364 lb down and 440 lb up at 7-0-0 on top chord,and 226 lb down and 184 lb up at 6-10-5,and 329 lb down and 226 lb up at 7-2-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)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 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 41M-7473 rev.1003/2015 BEFORE USE 111111 Design valid 10c use only wllh MllekT connectors.Itis design is based only upon parameters shown.and Is for an individual balding component,not a tori system.Before use,the twNdlrxa designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing kx/x:uied is to lrevernl buckling of itxdividual truss web and/or chord menthe's only.AckSIk nial teinparay and px:rnravenl Laming MiTek' Is always requked for sk bilIty and to prevent collapse with possible personal Injury and property damage. For general giJckmce regadng the labdcatIon.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI BuNdng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,Fr 33610 Job Truss Truss Type Qty Ply Borek Res 110317360 J160737 801 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:16 2017 Page 2 ID:c3k2YGsO5kJ5YwZyuzOx?Dzylgv-BCvr6dU00_DR7PSjBohM8y73xCEjLZ?NeVl2yzzr70j LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:1-4=-54,4-8=-54,9-14=-20 Concentrated Loads(lb) Vert 4=-195(B)13=-555(B)20=-114(B)21=-114(6)22=-114(B)23=-114(8)25=114(B)26_114(B)27=-114(B)28=-114(B)29=-114(B)30=-114(B)31=-63(B) • 32=-63(B)33=-63(B)34=-63(B)35=-63(B)36=-63(B)37=-63(B)38=-63(B)39=-63(B)40=-63(B) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. lilt Design valid for use only wilts Mlles&l connectors.Hits design ts based only upon pcxaneters shown.and Is for cis individual building component,not a truss system.Before use.the b,NdIng designer must verity the applicability of design parameters and property incorporate this design Into the overall bxutt&ig design. Brock Kt Indk:aled is to prevent buckling of individual truss web or KIM chord mernlxirs ary.Ackfiliarxal lempaay and permaterri bead. MiTek' Is always required tor stabNtly and to prevent collapse with possible personal Wry and properly damage. For general guidance morticing the fatrk:atton.sfaage,delivery,erection mai bracing of trusses and truss systems,seeANSU1PI1 Quality tarp i$a,DSB-89 and BCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexaadda,VA 22314. 1 Tanya.FL 33610 1 I Job ' Truss Truss Type Qty Ply ' Borek Res T10317361 J160737 802 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:17 2017 Page 1 tD:c3k2YGsO5kJ5hvZyuzOx9Dzytgv-fOTDKzVenILIIZI vlWCbh9fGycXV4z7W t9VbUPzr70i 4-7-12 9.0.0 15-9.1I 22-4.7 1 29-1-8 I 4-7-12 I 4-4-4 6.9.1 6-7-5 6-9-1 Scale=1:50.8 4x4= 3x8= 5x5= 4x4= 3 13 14 4 i5 f5�� 16 17 6 1 o hal!d O 8.00 FT \ 4x4 i 2 r 7 1 1 12 1 8x8= 1 / a ® B ". 10 18 9 19 8 20 7 11 5x8= 1.5x4 11 4x10= 3x6 00 9-0-0 15-9-1 22-4-7 29-1-8 0-4-4 8-7-12 I 6-9-1 I 6-7-5 1 6-9-1 i Plate Offsets(X,Y)-- L_Edge 0-3-41,(5:0-2-8,0-3-41,[10:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.17 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.43 10-11 >811 180 , BCLL 0.0 " Rep Stress lncr YES WB 0.87 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:183 lb FT=20% 't LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10,4-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=1067/0-5-8,11=1067/0-3-8 Max Horz 11=322(LC 9) Max Uplift 7=-466(LC 9),11=-377(LC 12) Max Gray 7=1129(LC 17),11=1079(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-389/165,2-3=-1334/628,3-4=-1085/574,4-5=-921/510,5-6=-921/510, • 6-7=-1008/529,1-11=-314/167 BOT CHORD 10-11=-824/1246,9-10=-695/1323,8-9=-695/1323 WEBS 3-10=-142/456,4-10=-369/125,4-9=0/304,4-8=-551/273,5-8=-381/307,6-8=-586/1252, 2-11=-1108/501 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=466,11=377. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. t 0 WARNWG-Verily dulgn premiers and READ NOTES ON THIS AND INCLUDED WREN REFERANCE PAGE MH-7473 rw.10'032015 BEFORE USE. I , Design valid for use only wIth!Make connectors.iris design Is based only upon parameters shown.and Is for an kxilvkival building component,not a truss system.Before use.the building designer must verify the applicability of design praaneters and properly Incorporate this design roto the overall bxia&rg design. 0ocirg indicated is to preverrl buckling of individual truss web axed/on druid members only.Aaklliorral leniporary and',ennui will bracing MiTek' Is always required for stability and to prevent collapse with poaahle personal Inkey and property damage. for general guidance regadng the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPll Quilty Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avclable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. i Tampa,FL 33610 1 a Job Truss Truss Type Qty Ply Borek Res :10317362 J160737 B03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:18 20Page 1 ID:c3k2YGs05kJ5hvZyuzOx?Dzyigv-7a1cXJWGYcT9Mjc5IDjgDNCWv?tSpT7g691 rzr7Oh 5-7-12 I 11-0-0 I 17-2-5 I 23-4-11 l 29-10-8 ' 5-7-12 5-4-4 6-2-5 6-2-5 6-5-13 ale=1:52.8 4x4= 3x4= 3x4= 3 I I 3 14 15 4 5 16 17 • 8.00 12 3x5* 13 2 4 12 1 /3x V , Nt_ei MO re 21 i 11 4x4= 5x8= 3x4= 64= 5-7-12 11-0-0 20-3-8 29-10-8 ' 5-7-12 I 5-4-4 I 9-3-8 — I 9-7-0 { Plate Offsets(X,Y)-- El:Edge,0-7-4],[9:0-4.0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.45 7-8 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 7 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-6 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 7-9:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-6-7 OTHERS 2x4 SP No.2 2x4 SP No.2-4.9,4-8,5-7 Fasten(1X) T and I braces to narrow edge of web with 8d (0.113-x2.5")nails,6in o.c.,with 3in minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=1095/0-3-8,11=1095/0-5-8 Max Horz 11=388(LC 11) Max Uplift 7=-481(LC 9),11=-384(LC 12) Max Gray 7=1189(LC 17),11=1121(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1530/631,2-3=-1318/625,3-4=-1058/576,4-5=-1014/536,1-11=-1059/474 BOT CHORD 10-11=-584/722,9-10=-861/1389,8-9=-644/1154,7-8=-467/809 WEBS 2-9=-420/240,3-9=-141/434,4-8=-313/282,5-8=-203/687,5-7=-1215/592, • 1-10=-316/982 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=2511 B=4511;L=30ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-0,Exterior(2) 11-0-0 to 15-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=481,11=384. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1(1032015 BEFORE USE id Design valid for use only with MilekCN connectors.this design Is based only upon parameters shown.and Is for an individual bolding component.not a truss system.Before use.the building designer must verify the at>pli atilty of design parameters and properly Incorporate Ibis design Into the overall Puking design. Bracing indicated is le prevent buckling of individual truss web and/or chord members only.Addiliorxi temporary and pwmuxrrrl brachrg MiTek' Is always required Ion stability and to prevent collapse with possible personal 4slury and properly damage. For general guidance regarding the Iabrk:atIon,storage.delivery,erection and tracing of tnrssesaril truss systems.seeANSI/iP11 Quality Criteria,DSB-89 and SCSI BuldingComponent 6904 Parke East Blvd. Safety Information avdt±le from Truss Plate Institute.218 N.Lee Street.Suite 312,Alerandita,VA 22314. i Tanga,FL 33610 Job Truss Truss Type I Qty Ply Borek Res T10317363 J160737 804 Half Hip 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:19 2017 Page 1 I0:c3k2YGsO5kJ5hvZytfzOx?Dzylgv-bmb IfXvJvb0_tBHsxE3male2PHKYt15pLS_iZHzr70g 6-7-12 13-0-0 18-8-1 24.2.7 29-10-8 I 6-7-12 i 6-4-4 I 5-8-1 I 5-6-5 I 5-8-1 4x7= Scale=1:56.3 1.5x4 II 3x8= 3x4= 3 15 4 5 16 17 6 \ ., 8.001712— 14 3x5 i I 2 � * ' \\ . , 13 8x8= \ 1 r. E a 12 11 10 18 9 18 8 20 i 4x4= 5x5= 3x8= 1.5x4 I 6x6= 6.7.12 , 13-0-0 } 18.8.1 I 24-2-7 I 29-10-8 6-7-12 6-4-4 5-8.1 5.6.5 5-8-1 Plate Offsets(X,V)— 11:Edge,0-7-41,[3:0-5-4,0-2-01[6:Edge,0-1-8],110:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 7 rt/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:220 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-7,3-9,4-9,5-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=1095/0-3-8,12=1095/0-5-8 Max Horz 12=454(LC 9) Max Uplift 7=-495(LC 9),12=-381(LC 12) Max Gray 7=1219(LC 17),12=1126(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1541/619,2-3=-1227/601,3-4=-908/554,4-5=-908/554,1-12=-1061/470 BOT CHORD 11-12=-691/868,10-11=-888/1461,9.10=-655/1037,8-9=-403/673,7-8=-403/673 • WEBS 2-10=-545/295,3-10=-144/454,3-9=-256/146,4-9=-320/234,5-9=-342/596,5-8=-3/319, 5-7=-1223/568,1-11=-257/927 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-0-0,Exterior(2) 13-0-0 to 17-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=495,12=381. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Nerdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE idt Design valid for use oris with MITek4 connectors.This design Is based only upon parameters shown.and Is for an IndMdual txrlaiklg component,not a truss system.Before use.the bulking designer must verify the amicability of design paameters and property Wscorrxxate this design Into the overall building design. t6ucxrg hxtk;oled is to prevent bucklkig of hdvkivai truss web arxikx chord meint,ers outy. Addiiaxxi lei fxxuy and peer tuner ri brax:hKi Mulek' Is always required for stabilty and to prevent coigxse with possible personal airy and properly akrnage. For general gild nce regarding the fabrk:atbn,storage.delivery,erection and bracing of trusses and truss systems.seeAN3r/Wtl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. ty Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.AlexaxYW,VA 22314. Tan4ba,FL 33610 Job I Truss Truss Type 'Qty Ply Borek Res T10317364 J160737 B05 HIP 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:20 2017 Page 1 t D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-3z9My_XX40jtc 1 mUQellloHnl paUHQfzZ6jF5kzr7Of 7-7-12 15-0-0 22-3-8 { 29-7-0 29110.8 7-7-12 7-4-4 I 7-3-8 7-3-8 0-`38 4x7= Scale=1:62.5 1.5x4 II 3x4= 3 13 14 4 15 16 5 1 $ r 6.0012 12 \\ ' / 3x5* i 2 an \ d ea it 8x8 1 \ a qY O LL 10 9 i7 8 18 7 19 6 3x6 II 4x4= 5x5= 4x10= 7-7-12 15-0-0 22-3-8 29-10-8 7-7-12 I 7-4-4 { - 7.3.8 I 7-7-0 Plate Offsets(X,Y)-- [1:Edge,0-6-8],(3:0-5-4,0-2-41,[8:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.27 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.11.8 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-8,3-7,4-7,5-7,5-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=1095/0-5-8,6=1095/0-3-8 Max Horz 10=427(LC 12) Max Uplift 10=-317(LC 12),6=-473(LC 9) Max Gray 10=1177(LC 17),6=1252(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1617/477,2-3=-1172/435,3-4=-690/318,4-5=-690/318,1-10=-1109/389, 5-6=-1102/578 BOT CHORD 9-10=-584/759,8-9=-719/1368,7-8=-445/913 WEBS 2-9=0/268,2-8=-650/344,3-8=-168/596,3-7=-420/223,4-7=-470/342,5-7.545/1178, 1-9=-144/912 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.0pst;h=25ft;B=4511;L=30fh eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-0-0,Exterior(2) 15-0-0 to 19-2-15 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=317,6=473. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 WARNfNO•Verify des/gn peramerara end READ NOTES ON THS AND tlVCLUDED MITEK REFERANCE PAGE MS-7473 Nov.10/03,201S BEFORE USE �- Design vdld for use only with MIIoIst connectors.Ibis design Is based only upon parameters shown.and is for an indWkiud b ulding component,not a truss system.Before use-the bulking designer must verify the applkablity of design teeters and property Incorporate this design into the overall buidrigdesign. Brock igixlk:utedisto prevent buckling ofit Kfividualtrussweb and/ax chord mei nbersonly. Addllkxiullerlipolaryand peer tut reirtbrucaig MiTek• Is always requted for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regardtig the fabrication,n,storage.delivery,erection and bracing of Inures and truss systems.seeANSt/IPI1 Quality Criteria,DSB4E9 and BCSI Building Component 6904 Parke East BNd. Soley Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 i Job Truss l Truss Type Qty Ply Borek Res T10317365 J160737 806 PIGGYBACK BASE 5 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:21 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylqv-X9jkAKY9rXrkE BLg_LGXr?gzsDwgOtx6omTpdAzr70e 7-7-8 14-11-9 22-3-8 29-7-7 2911p-8 1 7-7-8 } 7-4-0 + 7-3-15 I 7-3-15 041 4x7= Scale=1:62.4 1.5x4 11 3x4= 3 13 14 4 15 16 5 r -r 8.00: 12 11 \ . v. 8X8 1 \ ai' _ t�5 ct 10 9 17 8 19 7 19 S 3x6 11 4x4= 5x5= 4x10=- 7-7-8 7-7-8 14-11-9 22-3-8 29-10-8 1 7-7-8 7-4-0 } 7-3-15 I 7-7-0 Plate Offsets(X,Y)-- 11:Edge,0-6-8],[3:0-5-4,0-2-4],[8:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.26 6-7 >999 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.50 Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.11-8 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-8,3-7,4-7,5-7,5-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=1095/0-5-8,6=1095/0-3-8 Max Horz 10=425(LC 12) Max Uplift 10.317(LC 12),6=-473(LC 9) Max Gray 10=1177(LC 17),6=1252(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1617/478,2-3=-1174/436,3-4=-692/319,4-5=-692/319,1-10=-1109/390, 5.6=-1102/577 BOT CHORD 9-10=-582/757,8-9=-719/1368,7-8=-446/915 WEBS 2-9=0/266,2-8=-648/342,3-8=-167/595,3-7=-419/222,4-7=-471/343,5-7=-545/1179, 1-9=-146/913 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.0psf;h=25th B=45ft;L=30fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-11-9,Exterior(2) 14-11-9 to 19-2-7 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for • reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=317,6=473. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.1OV320I5 BEFORE USE mit Design vdki for use only with Mllokni connectors.This design k based only upon parameters shown,and Is for an Individual lidding component,not a truss system.Before use,the building designer must ve0fy the applicability of design parameters and properly tncort'rate this design Into the overall balding design. Bracing it ideated is to prevent budding ofksdivklrx4 lruM wet,axl/or cthordnternbers only. Adalior kit ler opacity did pernrarxant ixex:frg MiTek• is always required for stability and to prevent coltcpse wIh possible personal IMray and property damage. for general guidance regarding the ktxktatkxn,storage,delivery.erection and bracing of trusses and huts systems.seoANSI/1P11 Quality Criteria.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information avdtct le from Truss Wale Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.R 33610 i Job • ;Truss Truss Type Qty Ply Borek Res T10317366 J160737 B07 PIGGYBACK BASE 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:22 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzytgv-?LG6NgZncgzbrKwsX3nmODN8cdGcIKW F1 QCMAczr7Od I 7-7-8 14-11-9 I 22-2-8 I 29-5-8 7-7-8 7-4-0 7-3-0 7-3-0 1 4x7= Scale=1:62.2 1.5x4 II 3x4= 3 13 14 4 15 16 5 8.001 12 \ 1 3x5 ii 2 All 8x8 1 d. i. 10 9 17 8 18 7 19 3x6 II 4x4= 5x5= 4x10= I 7.7.8 I 14-11-9 I 22-2-8 f 29-5-8 7-7-8 7-4-0 7-3-0 7-3-0 Plate Offsets(X,Y)-- [1:Edge,0-6-8J,,[3:0-5-4,0-2-4],[8:0-2-8,0-3-01.___ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.22 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-6,2-8,3-7,4-7,5-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=1079/Mechanical,10=1079/0-5-8 Max Horz 10=425(LC 12) Max Uplift 6=-471(LC 9),10=-310(LC 12) Max Gray 6=1233(LC 17),10=1160(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1589/466,2-3=-1145/423,3-4=-658/304,4-5=-658/304,5-6=-1091/571, 1-10=-1091/382 BOT CHORD 9-10=-582/756,8-9=-709/1344,7-8=-436/890 WEBS 2-9=0/267,2-8=-649/343,3-8=-167/596,3-7=-433/231,4-7=-458/338,5-7=-537/1158, 1-9=-136/891 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-11-9,Exterior(2) 14-11-9 to 19-2-7 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=471,10=310. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. / l 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITelrS connectors.This design Is based only upon parameters shown.and Is lor an isdMdual bulking component,not a truss system.Before use.the building designer must verify the applk ab(Ity of design pxaaneters and properly iv.:orrerate this design Into the overall bulking design. Brcx:ing Yxficoled is to prevent buckling of individual buss web and/or choid nrurnirms only.Ackiliorwl letup oruey axl prmrrraten!tracing M k• Is always required for stability and to prevent collapse with possible personal ifuy and properly damage. For general guklance regarding the kbrlcatbn,storage,delivery,erection and brackrg of trusses and Inns systems.seeANSI/IP11 Quality Criteria,DS8-69 and BCSI Bolding Component 6904 Parke East Blvd. Safely Information avdkbie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexmdda,VA 22314. Tampa,FL 33610 • Job • Truss Truss Type Qty Ply Borek Res T10317367 J160737 CO1 'Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:22 2017 Page 1 I D:c3k2YGs05kJ5hvZyuzOx?Dzyigv-?LG6NgZncgzbrKwsX3nmODNJndQJI RfF t QCMAczr7Od 2-7-15 2-7-15 I Scale:3/4'=1' 1.5x4 I I 3 2 i 8.00'12 rs 1 �Ii♦Ii ►, 5 6 2x4 14 3x8 II 2-7-15 2-7-15 I _Plate Offsets(X,Y)-- [6:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 5-6 >999 180 . BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=82/0-5-8,5=93/Mechanical Max Horz 6=87(LC 12) Max Uplift 5=-81(LC 12) Max Gray 6=82(LC 1),5=109(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25th B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MM-7473 rov.1603/1015 BEFORE USE Nell Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and Is for an Individual bolding component.not a truss system.Before use,the building designer must verity the opplcabllty of design parameters and property Incorporate this design Into the overall Whir tg design. BrackrgkrdiculedisiopreventbucklirrgofkrdivkJulitrusswebarid/orchrdnreinbersorrly.Additiorrallett porch yandpenury tent bracing MiTek• Is always required for skilltty 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.seeANSI/Wil Quality Criteria.DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.lee Sheet.Suite 312.Alexandria.VA 22314. 1 Tampa.FL 33810 i • • Job Truss Truss Type Oty Ply Borek Res T10317368 J160737 CO2 MONOPITCH SUPPORTED 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:23 2017 Page 1 I D:c3k2YGs05kJ5hvZyuzOx?Drylgv-TYgVaOa PN85STU V35mJ9wOvViOnJ UUC PF4ywi3zr70c 2-7-15 2-7-15 Scale=1:11.9 2x4 II 2 8.00 12 rn 1111 .i 1 . a 3 3x4 2 1.5x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Ude Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=71/2-7-15,1=71/2-7-15 Max Horz 1=63(LC11) Max Uplift 3=-35(LC 9),1=-22(LC 12) Max Gray 3=80(LC 17),1=71(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45th L=24f1;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 11 a WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MATEK REFERANCE PAGE ANI-7473 rev.10,03/2015 BEFORE USE , Design valid for use only with MI1ek'connectors.This dein is bred only upon parameters shown,and Is for an IndMdual bolding component,not a truss system.Before use,the 1wAc9ng designer must verify the applicability of design pceamefers and properly incorporate this design Into the overall bcx: MiTek' Ixdctng design. Brackrg ircficaled is to pie-wool l buckling of Jrxfividuci hum web and/or chord members only.Add hiorroi lernpororx]y af,eurrKenl krg is always required for stability and to prevent collapse with posstle personal Wry end property damage. For general gridarce Fegacing the fabrication,storage.delNery,erection and bracing of trusses and muss systems.seeANSh/IP11 Quality Criteria,05B-09 and BCSI Building Component 6904 Parke East Blvd. { Safety information avaAa 1e from Truss Plate Institute.218 N.Lee Street..`,rite 3t2.Alexandria VA 22314. Tnrrpa,FL 33610 r Job Truss Truss Type Oty Ply Borek Res I 110317369', J160737 CO3 Common 3 1 I Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:24 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-ykOtoMa 18SDJ5e3FIUgETeSaBOz3DBOYUkhTEVzr70b 5.9.8 11-3.8 16-9-8 21-11-15 5-9-8 I 5-6-0 l 5-6-0 5-2-7 5x5= Scale=1:48.9 3 211 8.001 11 \11011, 4x4 i0011119f 4x4�� 2 4 . \ / 13 10 4 I = Øl457311 5x6= 3x4= I 7-5-2 15-1-14 { 21-11-15 7-5-2 7-8-12 6-10-1 Plate Offsets(X,Y)-- [1:Edge,0-3-4],[8:0-2-8,0-3-41_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.16 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.26 7-8 >991 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.67 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC20147TPI2007 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=803/0-5-8,6=803/Mechanical Max Horz 9=247(LC 11) Max Uplift 9=-289(LC 12),6=-289(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-404/221,2-3=-1074/514,3-4=-1030/495,1-9.347/211 BOT CHORD 8-9=-309/942,7-8=-114/615,6-7=-280/748 WEBS 2-8=-335/262,3-8=-215/521,3-7=-186/446,4-7=-264/232,2-9=-797/224,4-6=-883/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-8,Exterior(2) 11-3-8 to 14-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'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,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=289,6=289. 1 � 0 WARNING-Willy d.Nyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 115-7473 rev.10/032015 BEFORE USE. id Design valid for use only with MITeR®A connectors.his design Is based only upon parameters shown.and Is for an kxBvkAmd building component,not a Buss system.Before use,the building designer must verify the appilcabllty of design parameters and property Incorporate this design into the overall tx.idirrg desitsr. &mil rg indicated is IQ pie:twirl buckling of irxxvkiwl truss web or xl/or chord members only. Additional lemporary and permanent bracing Mire* Is always required for stability and to prevent coticpse with possible personal injury and properly damage. For general guidance regau*rg the 6904 Parke-est Blvd. storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria.058-89 and SCSI Buldng Component Safely Information avdlabte from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria 1/A 22314. Tampa,FL 33610 1 • Job Truss Truss Type Oty Ply Borek Res T10317370 J160737 C04 Common 10 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:25 2017 Page 1 ID:c3k2YGsO5kJShvZyuzOx?Dzylgv-OwyF?ibfv1LAioeRDBLT?r?kkgF 1yhAijOROmxzr70a 64-8 11-3-8 16-3-8 22-7-0 6-3-8 5-0-0 I 5-0-0 I 6-3-8 5x5= Scale:1/4'=1' 3 8.0012 11 111\12 j251h I 1. x4 4 ei m 10 _ 13 8x8= IIII 8x8 1 a i� r, EL' uz ...� IId, �� 8 14 15 7 -- 9 6x8. 4x10= 6-3-8 16-3-8 22-7-0 I 6-3-8 -10-0-0 I 6-3-8 { Plate Offsets(X,Y)_[1:Edge,0-6-8],[5:Edge,0.6-8],[8:0-2-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.36 7-8 >739 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.66 7-8 >402 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.48 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=825/0-5-8,6=825/0-5-8 Max Horz 9=238(LC 11) Max Uplift 9=-296(LC 12),6=-296(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2.1110/423,2-3=-1259/616,3-4=-1266/620,4-5=-1110/422,1-9=-797/346, 5-6=-798/346 BOT CHORD 8-9=-189/348,7-8=-99/645,6-7=-164/262 WEBS 3-7=-309/681,4-7=-450/329,3-8=-305/678,2-8=-447/326,1-8=-111/763,5-7=-107/775 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-8,Exterior(2) 11-3-8 to 14-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=296,6=296. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED OSTEN REFERANCE PAGE MD-7473 rev.1003/201S BEFORE USE Design valid to use only with MIlok13 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 verily the applicability of design parameters and property incorporate this design into the overall imili• • I hulking design.Blueing indicated is to prevent buckling of individual Oris web gild/or chord rnernbers only.Ad Jlional leieproay and peruke tell bracing MiTek' Is always requked for stability and to prevent collapse with possible personal k*ky and property damage. For general aridcnce regarding the fabrication,storage,delvery,erection and bracing of trusses and tuns systems,seeANSI/IPI1 Quality Criteria.DSB-69 and SCSI Building Component 6904 Parke East Blvd. I Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. i Tampa,FL 33610 1 Job • Truss I Truss Type Qty Ply Borek Res T10317371 J160737 DO1 HIP GIRDER 1 2 Job Reference(optional) _ Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:27 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-MJ4?QOdwQNbty6ogKcNx5G4Orel KQY2_Aiw7rgzr7OY 7-0-8 12-9-7 18-4-9 24-1-8 27-9-6 32-2-0 7-0-8 I 5-8-15 I 5-7-3 I 5-8-15 f 3-7-14 I 4.4-10 { Scale=1:54.9 NAILED NAILED NAILED NAILED 4x7= _ NAILED NAILED 1.5x4 II NAILED 3x8 NAILED 4x4= 3 20 21 4 22 23 24 25 5 26 27 28 6 8.00112 ixi 10 nn "1,M nn nn 1 nn nr n NNNIN 3x4 i2 M 6x8 n r LI 4 i [o 1a 9n •n nn 'n ro nn n� 12 29 30 31 1132 33 34 3510 36 37 938 8 1 NAILED NAILED NAILED NAILED 54__ 3x6 I I 8x8= 3x6 I I 5x5= NAILED NAILED NAILED NAILED 7-0-8 12-9-7 18-4-9 24-1-8 32-2-0 7-0-8 I 5-8-15 I 5-7-3 � 5-8-15 - I 8-0-8 Plate Offsets(X,Y)-- (3:0-5-4,0-2-01,[11:0-4-0,0-6-0) 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 0.67 Vert(LL) 0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.24 10-11 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.59 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:424 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x8 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. WEBS 2x4 SP No.2 SLIDER Lett 2x4 SP No.2 1-9-1 REACTIONS. (lb/size) 1=2653/0-5-8,8=2559/Mechanical Max Horz 1=143(LC 24) Max Uplift 1=-1722(LC 8),8=-1602(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3909/2647,3-4=-4477/3128,4-5=-4477/3128,5-6=-3686/2558,6-7=-4479/2948 BOT CHORD 1-12=-2080/3164,11-12=-2086/3176,10-11=-2962/4545,9.10=-2962/4545, 7-9=-2318/3634 WEBS 3-12=-221/554,3-11=-1199/1790,4-11=-752/667,5-10=-23/373,5-9=-1243/871, 6-9=-1109/1821 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD 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 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Opsf;h=25ft;B=45ft;L=32ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"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. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1722,8=1602. 10)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)366 lb down and 445 lb up at 7-0-8,and 372 lb down and 451 lb up at 24-1-8 on top chord,and 241 lb down and 213 lb up at 6-10-6,298 lb down and 250 lb up at 7-2-10,and 298 lb down and 250 lb up at 23-10-10,and 283 lb down and 214 Ib up at 24-3-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. CigiciAMMilVdeogn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10032015 BEFORE USE Mt f Design vdkl for use only with Milek¢D connectors.this design Is based only upon parameters shown.and Is for an rndivkkui building component,not a truss system.Before use.the building designer must verify the applicability of design paaneters and properly Incorporate fhb design Into the overall fxicdrng design. Bieck g knik;aled is lo tpevensl bucldirtg of hySivi ival lam web and/or chord members orny. Ackiiiiunul lemponary alai perunru 1 blocky MiTek is always required for slabllfy and to prevent collc>Tne with possible personal Injury and properly damage. for general guidance regarding the faUrlcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,13511-89 and BCSt Building Component 6904 Parke East Blvd. Safely Information ave nAie from Thus Plate Institute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa.PL 33610 1 • Job Truss Truss Type Qty Ply Borek Res �f T10317371 J160737 D01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies. Jaksonvitle,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:27 2017 Page 2 iD:c3k2YGsO5kJ5YNZyuzOx?Dzylgv-MJ4?QOdwQNbty6ogKcNx5G4Ore1 KQY2.Aiw7rgzr70Y LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:3-15=-54,3-6=-54,6-7=-54,1-7=-20,7-8=-74 Concentrated Loads(Ib) Vert:3=-199(B)6=-210(B)12=-298(B)9=-298(B)20=-115(B)21=-115(B)22=-115(B)23=-115(B)24=-115(B)25=-115(B)27=-115(B)28=-115(B)29=-241(B) 30=-50(B)31=-50(B)32=-50(B)33=-50(B)34=-50(B)35=-50(B)36=-50(B)37=-50(B)38=-283(B) 4 WARNNO-VoMy design premetrre and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE All-7473 rev.10/032015 BEFORE USE ig• Design valid for use only wrath Mitek®connectors.lids design Is bxsed only upon parameters shown,,and Is for an kndlvkkal building ng component.not a truss system.Before use.the building designer must vestry the applicability of designa gpometers and properly incorporate this design into the overall b,9ding design. Bracing inicated b to preverrt Lsi l�rrg of kidivktuat buss web and/or clod mem hers only. AdaiiorKA tarriporay(Ansi permit tent brachig MiTek' Is always required for stabNity and to prevent collapse with possible personal injury and property damage. For general guidance regardktg the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/IPII Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. i Tampa.FL 33610 Job Truss Truss Type Qty Ply Borek Res • T10317372 J160737 002 ROOF SPECIAL 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:28 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx7Dzylgv-gVeOejeYBgjkZFNOtiJuAdUd7Q1 KY92k8PMfhNGzr7OX 5-10-0 11-4-0 14-6-8 22-1-8 26-9-6 32-2-0 5-10-0 l 5-6-0 l 3-2-8 I 7-7.0 l 4-7-14 I 5-4-10 Scale=1:55.6 5x5= 4x7= 21 22 5 Q. 1 4x7= 4x4= 8.00 FT 2 23 3x5 :'- 20 Ci 6 cn 18 d m 17 24 rib iaf a 6x8= ' 1 ' 7 - a lis © I II: I' 9 0 1 Id 14 13 12 11 25 10 9 8 4x4= 3x4= 8x8= 3x4= 2x4 II 5x5-- I 5-10.0 I 11-4-0 l 14-6-8 I 22-1-8 I 26-9-6 f 32-2-0 5-10-0 5-6-0 3-2-8 7-7-0 4-7-14 5-4-10 Plate Offsets(X,Y)-- 11:649,0-5-41,12:0-5-4,0-2-01[4:0-2-8,0-1-131,15:0-5-4,0-2-41 01:0-4-0,0-4-B1 I LOADING(psf) SPACING- 2-0-0 CSI. 1DEFL, In (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.10 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.23 10-11 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.43 Horz(TL) 0.05 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 14.1182/0-5.8,8.1161/Mechanical Max Horz 14—201(LC 10) Max Uplift 14=-425(LC 12),8=-412(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1660/722,2-3=-1968/953,3-4=-1782/871,4-5=-1472/783,5.6=-1603/763, 6-7=-1990/865,1-14=-1115/532 BOT CHORD 13-14=-225/505,12-13=-485/1330,11-12=-775/1984,10-11=-412/1283,9-10=-629/1623, 7-9=-629/1623 WEBS 2-12=-367/850,3-12=-487/259,3-11=-861/458,4-11=-254/650,5-11=-123/347, 5-10=-105/453,6-10=-530/270,6-9=-46/253,1-13=-275/943 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=32ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-0,Interior(1)3-4-0 to 5-10-0,Exterior(2)5-10-0 to 9-0-4,Interior(1)11-4-0 to 22-1-8,Exterior(2)22-1-8 to 25-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=425,8=412. A WARNING-Verity design perimeter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MF7473 my,1693/2015 BEFORE USE. AIN Design valid for use only wllh Mtleka connectors.TMs design Is based only upon parameters shown,and is for an individual Lidding component,not a taus system.Before use,the ixrllding designer, must verify the applicability of design parameters and properly incorporate this design Into the overall build';h design. Bracing indi ruled is to prevent buckling of individual truss web and/es chord members only. AdgBikrxi tempurary a sd perrrraxnrl bracing MiTek' Is always required for stability and to prevent collapse with possible personal hJury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component Tb East 0 Safety Information avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312 ATexandrla.VA 22314. i rwP,Parke iJob Truss Truss Type Qty Ply Borek Res i T103173731 J160737 D03 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:29 2017 Page 1 lD;c3h2YGsO5kJ5hvZyu2Ox?Dzyigv-IiCmr3eAy_sb8PyCS 1 OPAh9KmRf8uP6HeOPEvizr7OW 4.1.8 9-7-8 16-3-0 20-5-0 25-11-2 32-2-0 4-1-8 I 5-6-0 I 6-7-8 I 4-2-0 I 5.6.2 I 6.2-14 4x4= Scale=1:65.3 4x7= 5 24 6 —tet 4x10= 3x5 6.00 12 NAILED 5x5= 7 a 3 NAILED �amirti r: 4x4-3% IllAillilh a, — — tl '' eIo 14 13 12 11 10 9 1 3x811 5x5= 8x8= 5x5= 3x6 i 4x10 Q 5x8= NAILED HTU26 4-1-8 9.7-8I 16.3-0 I 20-5-0 I 25-11-2 32-2-0 _. H 4-1-8 5-6-0 6-7-8 4-2-0 5-6-2 6-2-14 Plate Offsets(X,Y)-- [3:0-7-12,0_2-01L6:0-5-4,0-2-0],[12:0.3-0,0-6-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.17 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.34 13 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.81 Horz(TL) 0.06 9 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight 231 Ib FT=20°i° LUMBER- BRACING- 1 TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. 3-4,4-5:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. BOT CHORD 2x8 SP No.1 D WEBS T-Brace: 2x4 SP No.2-4.12 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2 1-7-15 Brace must cover 90%of web length. REACTIONS. (lb/size) 1=2228/0-5-8,9=1378/Mechanical Max Horz 1=216(LC 7) Max Uplift 1=-970(LC 8),9=-503(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3268/1454,3-4=-3929/1674,4-5=-2121/891,5-6=-1686/820,6-7=-1859/803, 7-8=-2359/912 BOT CHORD 1-14=-1101/2651,13-14=-1117/2689,12-13=-1556/3949,11.12=-417/1473, 10-11=-668/1910,8-10=-668/1910 WEBS 3-14=-338/824,3-13=-497/1437,4-13=-595/442,4-12=-2504/1157,5-12=-301/820, 6-12=-210/538,6.11=-134/378,7-11=-572/307,7-10=-34/339 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511 B=45f1;L=32ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=970,9=503. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 5-5-4 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)'NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 60 lb up at 4-3-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 - - - 1 ikwastavert Fmgsitapsign parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE*11.7073 nv.10032015 BEFORE USE. NS Design valid for use only with Miele&connectors.This design Is[recd only upon parameters shown.and Is form individual[ruining 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 baklava design. BrucinginiicatedIstopreveldbuckling ofitrakvirludtrussweb anchop.'merntnnsonly.Adu1liorwtemporally uranenlbracing MIS*" is always required for stabiitty and to prevent collapse with possible le personal Irl ury and property damage. For general guldiace regadng the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.DSB489 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Ajexandrta.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Pty Borek Res T10317373 J160737 D03 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:29 2017 Page 2 ID:c3k2YGsO5kJ5hvZyuzOX?Dzylgv-IiCmr3eAy_sbBPyCS1 OPAh9KmRf8uP6HeOPEvizr7OW LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:3-17=-54,3-4=-54,4-5=-54,5-6=-54,6-8=-54,1-8=-20,8-9=-74 Concentrated Loads(Ib) Vert:3=-43(F)14=-37(F)22=-64(F)25=-22(F)26=-1077(F) 0 WARNING-Verily detlgn premien and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1ekIv connectors.INs design is based only upon parameters shown,and is for an Individual bolding component,not a truss system.Before use.the building designer must verify the applkcabllty of design parameters and properly Incorporate this design Into the overall bulkily,'design. Bracing indicated is to prevent lrx;kIhig of individual kuas web and/or chord members only.Acktlional leruporcyy arid win tar bent ircx;ilg MiTek" Is always respired for stablltty and to prevent calicv.'se with possible personal Injury and property doreu go. For general guidance repairing the fabrication.storage,delivery,erection and bracing of tenses and teas systems,.seeANSI/IPI I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate nstttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.l L 33610 , Job Truss Truss Type Qty Ply Borek Res 110317374 1J160737 D04 HIP 1 1 ;Job Reference(optional) Manning Building Supplies. Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:30 2017 Page 1 tD:c3k2YGsO5kJ5hvZyuzOx?Dzyigv-mUI82Pfojl_SpZXP?kxeiviZEr1 tdvLRsg8nS9zr7OV 5-11-4 11-7-0 14-1-0 20-0-2 26-8-0 i 5-11-4 { 5-7-12 I 2-6-0 I 5-11-2 6-7-14 4x7- Scale=1:50.6 4x4= 3 17 418 fy 700rEl 1 19 3x5;' 5 g0-o0-i 1206x8= aV 6 g az p _.-4 4 110- 12 11 10 9 8 7 454= 8x8= 3x8= 2x4 I I 4x4•:' 5-11-4 _ 11.7.0 _ 14-1-0 20-0-2 26-8-0 _ l 5-11-4 I 5-7-12 2-6-0 5-11-2 6.7-14 Plate Offsets(X,Y)-- [1:Edge,O-5-4],[3:0-5-4,0-2.0],[10:0-4-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.14 8-13 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.61 Horz(TL) 0.03 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 12=979/Mechanical,7=958/Mechanical Max Horz 12=-245(LC 10) Max Uplift 12=-352(LC 12),7=-339(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1347/555,2-3=-1055/541,3-4=-931/514,4-5=-1058/537,5-6=-1540/647, 1-12=-911/418 BOT CHORD 11-12=-167/462,10-11=-361/1093,9-10=-161/788,8-9=-432/1239,6-8=-432/1239 WEBS 2-10=-463/253,3-10=-146/374,4-9=-157/393,5-9=-668/337,5-8=-27/329, 1-11=-219/750 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45f1;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-7-0,Exterior(2) 11-7-0 to 14.1.0,Interior(1)18-3-15 to 26-2-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=352,7=339. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1f 0 WARNING-Vsrlfy design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE AW.7473 rev.109312015 BEFORE USE. Design valid for use only with Mllek®connectors.This design Is Lased only upon parameters shown,and I$for an individual building component,not a truss system.Before use,the bxlldrsg designer must verity the applicability of design parameters and properly incorporate this design Into the overall id- 1 Lidding design. Bracing indicated Is lo prevent buckling of individual lam web card/0-r chord members only. Adcflkrwi ktrnlrrcay and permareni bracing i Mitek" k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the 6904 Parke East Blvd.storage,delivery,erection anal bracing of trusses and truss systems,seeANSI/TPI I Quality Cdt ria,DS8-89 and SCSI Building Component Tanya,FL 33610 Safety Information avdlabte from Truss Plate institute,218 N.Lee Street.Suite 312,Ajexarsdrla,VA 22314. Job / Truss Truss Type Qty Ply Borek Res T10317375 J160737 D05 1COMMON 5 1 , Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:31 2017 Page 1 I D:c3k2YGs05kJ5hvZyuzOx?Dzylgv-E4J W GIgQUb6JQj6bZSStF6FICFN2MH9a5KtIL_bzr70U 6.3.6 12-10-0 19-4-10 26-8-0 6-3-6 i 6-6-10 6.6.10 I 73.6 5x5= Scale=1:54.7 3 Ai 13 14 8.00 71-2- 4x4 1.5x4 // 2 4 - r• • 12 /4/1615iiiiiik.6x6=1.- 5 or U. I b d 9 8 16 17 7 6 8x8= 3x4= 4x4* 8-3-5 17-4-11 26-8-0 8-3-5 I 9-1-6 I 9-3-5 Plate Offsets(X,Y)-- (8:0-4-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.26 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.03 6 r/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=958/Mechanical,9=979/Mechanical Max Horz 9=-268(LC 10) Max Uplift 6=-339(LC 12),9=-352(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=-553/281,2-3=-1347/618,3-4=-1470/667,4-5=-1453/585,1-9=-436/249 BOT CHORD 8-9=-330/1212,7.8=-101/808,5-7=-370/1164 WEBS 2-8=-391/298,3-8=-224/595,3-7=-310/798,4-7=-458/318,2-9=-928/276 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 12-10-0,Exterior(2) 12-10-0 to 15-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=339,9=352. • 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MY-7473 rev.10103/2015 BEFORE USE. pit Design valid for use only with N1Iteke 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 verlN the applIcabI iN of design parameters and properly incorporate this design Into the overall br*arg design. Biux.ing krdk:olel is lo prevent twcklkng of if Klividual truss web and/or chord nrmnburs only.Adalliorxsi ler poay raid germane II bnax;Ira MiTek' is always required to stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delNery,erection and bracing of tresses and truss systems.seeANSI/1PI I Quality Cdterla,DSB-89 and BCSI Bolding Component Safety information a'.'allable from truss Rate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 a Job Truss Truss Type Qty Ply Borek Res I 110317376 J160737 D06 Common 4 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:32 2017 Page 1 iD:c3k2YGs05kJ5hvZyt zox?Dzylgv-jHtuT5h2FvEA2thn79z6oKrnryfew5j3kK_duW 1 zr70T 6-3-6 12-10-0 19.4.10l 25-8-0 l 6-3-6 } 6-6-10 l 6-6-10 6-3-6 5x5= Scale=1:53.6 3 12 11 8.00 I12 4x4 i 4x4 m 4 4 10 13 iiik8x8= Bx8= 5 1 wi. 16 .- 8 14 15 7 '.:. 9 6 6x6= 3x4= 8-3-5 17-4-11 25-8-0 I8-3-5 I 9.1.6 I 8-3-5 Plate Offsets(X,Y)-- ]1:Edge,0-3-4],[5:Edge,0-3 4],[8:0-3-0,0-3.4] 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 0.58 Vert(LL) -0.33 7-8 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.52 7-8 >589 180 BCLL 0.0 • BCDL 10.0 LUMBER- Rep Stress'nor YES WB 0.98 Horz(TL) 0.04 6 n/a Na Code FBC2014/TPI2007 Matrix-MSH Weight:151 lb FT=20% BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. REACTIONS. (lb/size) 9=939/0-5-8,6=939/0-5-8 Max Horz 9=269(LC 11) Max Uplift 9=-337(LC 12),6=-337(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-455/241,2-3=-1278/595,3-4=-1278/594,4.5.455/241,1-9=-382/226, 5-6=-382/226 BOT CHORD 8-9=-343/1148,7-8=-112/748,6-7=-341/979 WEBS 2-8=-381/294,3-8=-236/610,2-9=-992/289,4-6=-992/289,3-7=-236/610,4-7=-381/294 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=261t;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 12-10-0,Exterior(2) 12-10-0 to 15-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=337,6=337. 0 WARNING•Vitrify design parameters and READ NOTES ON 7146 AND INCLUDED MITER REFERANCE PAGE M6.7473 rev.10032016 BEFORE USE ill Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an individual balding component.not a buss system.Before use,the balding designer must verify the applicability of design par meters and properly Incorporate this design Into the overall Wick design. Bracing indicated Is to prevent buckling of individual fru ss web ani/or chord members only.Additional knnporay and permornenl bracing MiTek• Is always required for stability and to prevent cdlg4se with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TP11 Quality Catena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdk>bde Corn Truss Plate institute,218 N.Lee Sheet,Sate 312.Nexandrla.VA 22314. Tampa.FL 33610 a • Job Truss Truss Type City Ply Borek Res T10317377 J160737 007 Hip 1 1 jJob Reference(optional) Manning Building Supplies, Jaksonvilfe,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:33 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzytgv BTRHhRhhODM1g1F_htULKXK6v25SCK_tZeNR3Uzr70S 5-8-0 11-0-8 14-7-8 20.0.0 25-8-0 I 5-8-0 I 5-4-8 I 3-7-0 } 5-4-8 I 5-8-0 4x7= Scale=1:48.5 4x4= 3 15 16 4 ' 1 8.00 1 12 3x5•i 14 17 3x5 f 2 5 A 1 r>alb. 8x8= 8x8= 6 1 18 1:."-, rt ct Mom .. �\ , 11 10 a a 12 7 6x6= 3x4= 3x8= 4x4= 5-8-0i 11-0-8 i 14-7-8 I 20-0-0 i 25-8.0____ 5-8-0 5-4-8 3-7-0 5-4-8 5-8-0 Plate Offsets(X,Y)-- [1:Edge,0_7-0113:0-5-4,0-2-0),[6:Edge,O-7-OUL1:0-2-8,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.11 10-11 >999 180 BCLL 0.0 ` Rep Stress[nor YES WB 0.37 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-9 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 12=939/0-5-8,7=939/0-5-8 Max Horz 12=235(LC 11) Max Uplift 12=-337(LC 12),7=-337(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1271/535,2-3=-991/524,3-4=-860/499,4-5=-991/525,5-6=-1271/535, 1-12=-885/412,6-7=-885/412 BOT CHORD 11-12.167/356,10-11=-386/1037,9-10=-199/755,8-9=-369/996 WEBS 2-10=-439/240,3-10=-122/352,4-9=-137/353,5-9=-437/239,1-11=-260/807, 6-8=-257/806 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=251t;B=45ft;L=26ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-0-8,Exterior(2) 11-0-8 to 14-7-8,Interior(1)18.10-7 to 25-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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 100 lb uplift at joint(s)except(jt=1b) 12=337,7=337. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify dudpn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M67473 row.1603/2015 BEFORE USE. 1111 Destn valid for use only with MITA®)connectors.this design Is based only upon parameters shown,and is for cn indiviclual buiding component not a truss system.Before use.the bulking designer must verity the a plicabiity of design parameters and properly Incorporate this design Into the overall baking irrg deign. Brock Kt ixAcaled is to prevent bacldlrrg of irdivxdrxi buss web and/or chord rrrernbers only. Ade/bond temporary and pernrowell bracing MiTek' is always required for stability and to prevent collapse with possible personal irfwy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVtPt1 Quality Criteria,D6B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avagable from Truss Plate Institute.218 N.Lee Street.State 312 Alexandria VA 22314. Tarrpa.FL 33610 , ! Job 'Truss Truss Type Qty Ply Borek Res T103173781 J160737 D08 Hip 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:34 2017 Page 1 ID:c3k2YGs05kJ5hvZyiizOx?Dzylgv-ff?funiJnWUMAgAEa?aBtBLSMgZ100n16?bwzr70R 4-8-0 9.0-8 16-7.8I 21-0-0 I 25-8-0 4-8-0 4-4-8 I 7-7-0 4-4-8 4-8-0 Scale=1:44.7 5x5= 4x7= 3 12 13 4 n al Imo[12 4x4* 4x4 5 2 • 41 7 14 • 11 8x8 / 8x8= = 7 6 1 ¢Wi II II Ch 1010 9 15 8 7 5x8= 3x4= — 9-0-8 I -- -16-7-8 I 25-8-0 l 9-0-8 7-7-0 9-0-8 Plate Offsets()(,Y)-- [1:Edge,0-3-41L3:0-2-8,0-1-131,[4:0-5-4,0-2-4],[6:Edge,0.3-4],[9:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.45 7-8 >683 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-MSH Weight:149 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-9 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=939/0-5-8,7=939/0-5-8 Max Horz 10=-197(LC 10) Max Uplift 10=-337(LC 12),7=-337(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-394/162,2-3=-1099/552,3-4=-874/522,4-5=-1099/551,5-6=-394/162, 1-10=-319/167,6-7=-320/167 BOT CHORD 9.10=-428/1034,8-9=-267/873,7-8=-406/958 WEBS 3-9=-64/343,4-8=-65/343,2-10=-906/444,5-7=-905/445 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=26ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-8,Exterior(2)9-0.8 to 21-1-8,Interior(1)21-1-8 to 25-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 20.0psf 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 10=337,7=337. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI1.7473 rev.10932016 BEFORE USE. Design valid to use only with MITekl3 connectors.ibis design Is based only upon parameters shown.and Is for an kxdivkkral bolding component,not a truss system.Before use,the building designer must verify the ap{1kab1IN of design parameters and properly Incorporate tuts design Into the overall mg txakfirg design. Nocktg kick:uted Is to trever9 buckling of krdivkduai hubs web and/or chord mernt,ns only.Add liorrul lei porcxy and pear brachtg MiTek• Is always required for stately and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the n fabricatto ,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quaary Criteria,DS8-69 and BCSI Building Component 6904 Parke East Bird. I Salary Information avalidbte from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • • Job ,Truss Truss Type Qty Ply I Borek Res T10317379 J160737 009 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:36 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzyfgv-b27PJTkZJ8kcXU_ZM?22yAyVZG1u1ZsJFcb6fozr7OP 3.8.0I 7.0.8 + 12-10-0 ( 18-7-8 I 22-0.0 I 25-8-0 I 3-8-0 3-4-8 5-9-8 5-9-8 3-4-8 3-8-0 Scale=1:49.9 NAILED 5x5= NAILED NAILED 3x8 NAILED NAILED 5x5 4 21 22 523 24 25 26 6 nn nn a_e nn nn 8.00 12 1.5x4 1.5x4* 3 7 3x5* 3x5�� t, 2 8 1 \\ 444N410 119 i • Ir rt inF nn nq MI d 27 12 28 29 11 30 31 10 32 -' NAILED NAILED NAILED NAILED 6x8= 2x4 I 3x8= 5x8 I 5x8 l i NAILED 7.0-8I 12-10-0 l 18-7-8 + 25-8-0 7-0-8 5-9-8 5-9-8 7-0.8 Plate Offsets(X,Y)-- [1:0-4-0,0-0-8],[4:0-2-12,0-2-0],[6:0-2-12,0-2-0],[9:0-4_3,0-0-8],[12:0-4-0,0-4-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL, in (loc) I/defl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.18 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 1-9-15 oc purlins. 4-6:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. BOT CHORD 2x6 SP No.2 • WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=2189/0-5-8,9=2188/0-5-8 Max Horz 1=-135(LC 23) Max Uplift 1=-1306(LC 8),9=-1305(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3251/2029,3-4.3196/2044,4-5=-2675/1772,5-6=-2677/1773,6-7=-3195/2043, I 7-9=-3250/2029 BOT CHORD 1-12=-1567/2599,11-12=-2015/3307,10-11=-2015/3307,9-10=-1567/2598 I WEBS 3-12=-264/308,4-12=-650/1215,5-12=-886/574,5-11=-64/548,5-10=-884/572, 6-10=-650/1214,7-10=-264/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1;B=45fh L=26It;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s)except(jt=lb) 1=1306,9=1305. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)366 lb down and 443 lb up at 7-0-8,and 366 lb down and 443 lb up at 18-7-8 on top chord,and 261 lb down and 193 lb up at 6-10-6,332 lb down and 228 lb up at 7-2-10,and 332 lb down and 228 lb up at 18-4-10,and 261 lb down and 193 lb up at 18-9-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)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:1-4=-54,4-6=-54,6-9=-54,13-17=-20 1 _ l A WARNING-Verify d dyn param.t.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1010312015 BEFORE USE Design valid for use only with Mlleklfi connectors.1Ns design is based only upon parameters shown.and Is for on Individual bolding component,not a truss system.Before use,the building designer must verily the<7ppllcatAlty of design parameters and properly Incorporate this design Into the overall buelnrg design. Bracing indicated is to prevent bucking of individual Buss web and/or chord members only. Ar/allot al lernpxray aid pee bracing MiTek' Is always required lot stability and to prevent collapse with possible personal fnk+y and properly damage. for general guidance regarcing the fabrication.storage,delivery.erection crud bracing of trusses and truss systems,seeANSI/1Pt1 Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. lances.91 33510 Job Truss 'Truss Type Qty Ply Borek Res T10317379 J160737 D09 I Hip Girder 1 1 Job Reference(optional) i Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:36 2017 Page 2 ID.c3k2YGs05kJ5hvZyuz01C?Dzylgv-b27PJTkZJ8kcXl,1_ZM?22yAyVZG 1 u1 ZsJFcb6fozr70P LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-199(F)6=-199(F)12=-332(F)11=-64(F)5=-115(F)10=-332(F)21=-115(F)22=-115(F)25=-115(F)26=-115(F)27=-261(F)28=-64(F)29=-64(F)30=-64(F) 31=-64(F)32=-261(F) 1 � Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI.7473 rw.1093/2015 BEFORE USE 'Nit Design valid for use only with MI1eklo connectors.This design is based only upon parameters shown.end Is for an individual bolding component,not a truss system.Before use.the bulking ngg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall brBrisrg deiiga. Brachy indicated is lo prevent buckling of kw/Admit buss web ax/or claw]members only. Adddliori i temporary aid perururreni b ruc:ing MiTek' Is always required to 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.seOANSI/IP11 Quality Criteria,OSB-89 and BCSI Butting Component 6904 Parke East Blvd. Satety Information avc able Born Truss Plate hsttMe.218 N.Lee Street.State 312,Alexandria.VA 22314. Tampa,FL 33810 Job Truss Truss Type 'City Ply Borek Res T10317380 J160737 E01 Common 2 1 Job Reference(optional) 1 Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:37 2017 Page 1 I D:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-3EgnXol B4 RsT8eZIwiZHVNU pbg Kym8cTUG LfC Fzr700 4-9-4 9-3-0 13-8-12 18-6-0 I 4.9-4 i 4-5-12 i 4-5-12 I 4-9-4 i 4x4= Scale=1:40.7 3 8.0012 11 10 4x4 i 4x4•� 2 4 72 i i � . � Aidlii ..12aj s 8x8= = 5 i ara les 17 8 6 3x8= I 9.3-0 I 18-6-0 l 9.3.0 9.3-0 Plate Offsets(X,Y)-- [1:Edge,0-3-4),[5:Edge,0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.34 6-7 >641 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 6 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-MSH Weight:105 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 8=674/0-5-8,6=674/0-5-8 Max Horz 8=200(LC 11) Max Uplift 8=-242(LC 12),6=242(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-357/150,2-3=-717/334,3-4=-717/334,4-5=-357/150,1-8=-299/158,5-6=-299/158 BOT CHORD 7-8=-248/680,6-7=-246/639 WEBS 3-7=-204/546,4-7=-279/218,2-7=-279/218,2-8=-554/234,4-6=-554/234 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCDL=3.0psf;h=25ft;B=4511;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 9-3-0,Exterior(2)9-3.0 to 12-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=242,6=242. 0►YARNING-Verify design pramoters end READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE Mt-7473 rev.10/03/2015 BEFORE USE • Design valid for use only with MITekr9 connectors.This design is based only upon teeters shown,and is for an Individual building component,not a truss system.Before use.the bulking designer must verify the applicalAity of design parameters and properly Incorporate this design kilo the overall bulking(*Aga. Bracing indicated is to prevent Uucklkrg of individual busss web ural/or chord mernters only. Additional Ian nlxxary and peananerrl brucirg 1 MiTek' Is always requked for stal:rltly and to prevent collapse with possible personal injury and property damage. for general guidance rega<fng the kixk:atbn storage.delivery-erection and tracing of trusses and truss systems.seeANSI/IP11 Quilty Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. I Tampa,FL 33610 • Job ITruss ITruss Type Oty Ply Borek Res i T103173811 J160737 E02 !COMMON GIRDER 1 2 Job Reference(optional) i Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:38 2017 Page 1 ID:c3k2YGs05kJ5hvZyuzOx?Dzylgv-XQEAk81prI_Kmo8xTQ4 W 1 bt ty3gcVStciw4Ckhzr7ON 4-9.4 9-3-0 13-8-12I 18-6-0 i 4-9-4 I 4-5-12 4-5.12 4.9.4 5x5 I I Scale=1:44.4 4 0- air 8.00 fiT 4x7 i 4x7 5 3 9 • NAILED 3x4 i 3 �\ iiii:6..x4 2 , 41.iL gJNIIIIUIII -_ IINNNN�II �IIIIINNNN�IIIU III i la i 19 20 10 21 229 23 24 825 26 27 irmit 6x8 II HTU26 3x10 II HTU26 6x8= HTU26 3x10 I, HGUS26-2 6x8 II HTU26 HTU26 HTU26 HTU26 HTU26 NAILED 4-9-4 9-3-0 13-8-12 18-6-0 4-9-4 ( 4-5-12 I 4-5-12 I 494 Plate 011sets_Qc()-- [9:0-4-0.0-4=81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.26 8-9 >850 180 BOLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:235 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=5807/0-5-8,7=6505/0-5-8 Max Horz 1=175(LC 7) Max Uplift 1=-2250(LC 8),7=-2963(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-7233/2873,3-4=-5730/2377,4-5=-5726/2378,5-7=-8811/3880 BOT CHORD 1-10=-2290/5935,9-10=-2290/5935,8-9=-3132/7237,7-8=-3132/7237 WEBS 4-9=-2467/5991,5-9=-3222/1732,5-8=-1815/3637,3-9=-1552/652,3-10=-583/1690 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD 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 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opst 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=2250,7=2963. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starling at 0-10-4 from the left end to 13-4-12 to connect truss(es)to back face of bottom chord. 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 15-4-0 from the left end to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. • 11)'NAILED"indicates 3-10d(0.14853')or 3-12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard A WARNWO-Verify design parameters and READ NOTES ON THIS AND NICLUDED MITEK REFERANCE PAGE MO-7473 rov,1G03(2015 BEFORE USE. Design valid for use only with Mllek9 connectors.fits design k fried only upon parameters shown.and Is for an Individual building component.not . a truss system.Before use.the bulking designer must verify the appllcablity of design paameters and property Incorryrate this design Into the overall txsldrig design. &uckr,1 indicated isle prevent buckling of individual Ira web and/or curd members only.Addlionxi ternpxray and rwrm(1rtnl brWI%) MiTek' Is always requked for stability and to prevent collapse wih possible personal kdn+y and properly damage. For general guidance regadng the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSi/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sanity Information avdlabie from Truss Plate institute.218 N.lee Street.Stile 312.Alexandria,VA 22314. i Tanya FL 33610 I r Job Truss Truss Type Qty Ply Borek Res T10317381 J160737 E02 COMMON GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:04:38 2017 Page 2 ID:c3k2YGsO5kJ5hvZyuzOx?Dzylgv-XQEAk8lprl_Kmo8xTQ4W 1 b1 ty3gcVStciw4Ckhzr70N LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,11-15=-20 Concentrated Loads(Ib) Veil:10=-938(B)6=-86(B)19=-939(B)20=-938(B)21=-938(B)22=-938(B)23=-938(B)24=-1358(B)25=-1141(B)26=-2539(B)27=-189(B) A WARNWG-Verify design parameters and READ NOTES ON THS AND INCLUDED MITES REFERANCE PAGE MB-7473 rev.1603/2015 BEFORE USE. lilt Design valid for use only wlRr Mitekb connectors.Ras design Is based only upon parameters shown,and B for an Individual al bidding component,not a buss system.Before use,the bulking designer must verify the appliedYBy of design parameters and properly Incorporate this design into the overall bxliing design. Bnx:kng indicoled is lo preveril buckling of individual lam land/or chord members only.Ad ItWnai leuuip Noer y and pm DUI lrax:Ulu MiTek is always required for stability and to prevent collapse with possible personal hazy and properly damage. 104 general guidance regard ng the fabricatlo n,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Qually Criteria,DSB$9 and SCSI Building Component 6904 Parke East BNd. Safety Information available born Truss Plate Insttute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Terry.FL 33610 i Job Truss Truss Type Qty Ply Borek Res T10317382 J160737 J01 Jack-Open 11 1 Job Reference(optional) Manning Building Supplies. Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:04:50 2017 Page 1 I D:c3k2YGsO5kJ ShvZyuzOx?Dzylgv-OT068K0_uCdLnOF_CKySOOPSxXwPwA7iXhggzzz r702 7-0-0I I 7-0-0 Scale:3/8'=1' 2 8.00 12 6 e 5 '^ d 0 6 1 i ,• 4 3 5x10 MT2OHS I 7-0-0 7-o-0 Plate Offsets(X,Y)-- [4:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 3-4 >520 240 MT2OHS 187/143 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.30 3-4 >271 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 4=251/0-3-8,2=168/Mechanical,3=83/Mechanical Max Horz 4=205(LC 12) Max Uplift 4=-11(LC 12),2=-i57(LC 12),3=-12(LC 12) Max Gray 4=251(LC 1),2=188(LC 17),3=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,157 lb uplift at joint 2 and 12 lb uplift at joint 3. a WARNING-Verify design panimaent and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 r v.U9V32015 BEFORE USE. mit Design vdki for use only with MiTek®connectors.This design is trued only upon parameters shown.and Is for an Yxilvkiva balding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate This design into the overall MiTek building design. Bur:irg kxfie:0W is to prevent bucking of irrdividu l lam web ax/or chord liter'Axes orily. Addi iunal iernpoay(and{x;rmauenl bracing Is always required for slabdtty and to prevent collapse with possible persond inkay and property damage. For general g idance regardhg the 6904 Parke EastBlvd. fabrication,storage,delivery,erection and bracing al trusses and truss systems.seeANSI/IPI1 Qualify fy Criteria,DSB-89 and BCSI Building Component EB Safely Information avde from truss Plate Institute.218 N.lee Street,State 312,Alexan ,VA 22314. Tampa, Job Truss Truss Type Qty Ply Borek Res 710317383 J160737 J02 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:00 2017 Page 1 ID:c3k2YGs05kJ5hvZyuzOx7Dzyigv-ufZUlgOcf W mCPAgAm2ThwExj W xKlfdNrrnLPN W Pzr701 5-0-0 5-0-0 Scale=1:24.8 2 8.00 12 6 th 5 EIIMMM i, 4 3 3x8 I 5-0-0 5-0.0 Plate Offsets(X,Y)-- [4:0-4-80_1-8] • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.08 3-4 >737 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 Ib FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=177/0-3-8,2=119/Mechanical,3=58/Mechanical Max Horz 4=150(LC 12) Max Uplift 4=-2(LC 12),2=-114(LC 12),3=-11(LC 12) Max Gray 4=177(LC 1),2=134(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 4,114 lb uplift at joint 2 and 11 lb uplift at joint 3. WARNIVC•Verily dtNyn promoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rov.1ON3/2075 BEFORE USE Design valid for use only with Mlek8)connectors.lhts design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the bulling designer roust verity the appllccblity of design parameters and properly incorporate!his design Into tire overall balding design. Biiaa:ingiv.licaledis)oprevent buckling ofindividual buss web aid/or chord rireiribess only. Addflionallortrporaryand pen our lel rlbrach la MiTek• is always required tot stability and to prevent collapse with possible personal i nluy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke Easi Blvd. Safety Information avd to le from Russ Plate immure,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya FL 33610 Job Truss Truss Type Qty Ply I Borek Res T103173841 J160737 J03 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 16:05:01 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzytgv-Ms7sZ01 FOpu31 KOMKI_wTRUyGLjeO4c???9w2szr700 3.0.0 3-0-0 Scale=1:17.1 2 8.00 • N 9 N I�� i`1IJ hT' 3 4 3x8 II 3-0-0 3-0-0 Plate Offsets(X,Y)-- [4:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.01 2 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=103/0-3-8,2=70/Mechanical,3=33/Mechanical Max Horz 4=96(LC 12) Max Uplift 2=-71(LC 12),3=-10(LC 12) Max Gray 4=103(LC 1),2=80(LC 17),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord Ilve load nonconcurrenl with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 10 lb uplift at joint 3. 0 WARNING-Vaffy design pram.fas and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MS-7473 row.1003/1016 BEFORE USE 111111 Design valid for use only with Mllekh connectors.11Ys design Is based only upon Ucaaneters shown,and is for on i divk*xi building component.not a Inas system.Before use.the building designer must verity the of pllcaWity of design parameters and properly incorporate this resign into the overall baking design. Bracing indicated is to prevent bucklkrg of kxlivlduul Inas web and/or chord members only. Additional ler n{wrary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal irfay and property damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and Inas systems.seeANSI/TP11 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke Fast Blvd. Sdely Information available from Truss Plate Instilute,218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Borek Res T10317385' J160737 J04 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:01 2017 Page 1 ID:c3k2VGsO5kJ5hvZyuzOx?Dzylgv-Ms7sZO1 FQpu31 KOMKI_wTRU_ALINO4c???9W2szr700 1-0-0 1-0-0 Scale=1:10.4 8.00 12 2 1 000 , v a iia T EiiiM1 hi 2 4 3x8ii 3 I 1-0-0 1.0-0 Plate Offsets(X,Y)— (4:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rile rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. . WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=42(LC 12) Max Uplift 2=-30(LC 12),3.12(LC 12) Max Gray 4=31(LC 1),2=28(LC 17),3=17(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=250;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 12 lb uplift at joint 3. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE MH-7473 rev-109=015 BEFORE USE mit Design valid for use only with Mliek5 connectors.this design Is based only upon parameters shown.and Is for an Individual bulding component,not a truss system.Before use.the building designer must vedty the appitcabllty of design parameters and properly k cogx'rate this design Into the overall lxikiIKl design. Brcx;itg abdicated is to prevent buckikrg of individual truss web and/or chord members only.Addikxxi ler flyway and permanent bracing MiTek' is always required for stctAtty and to prevent collapse with possible personal krkay and properly damage. for general guldance regarding the gOq Parke East BBlvd.fabrication,storage,delivery.erecl on and bracing of trusses and truss systems.seeANSt/lPtl Quality Criteria,DSB-89 and BCSI Building Component g6a FL East B 1 Safety Information available from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria. 9 VA 22314. nQ , • Job ' Truss Truss Type Qty Ply Borek Res 110317386 J160737 J05 Corner Jack 1 1 IJob Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:02 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Drylgv-g2hEmM2tB70weUzYtSV9?f 139k?57Ws8DfuUalzr707 5-0.7 1 5-0-7 Scale=1:24.2 2 1� I 8.00 12 7 N N a 6 1 5 -' 4 3 3x8 11 ¢4.4 5-0-7 4- 4-8-3 Plate Offsets(X,)-- [5:0-4-8,0-1-! LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lot) i/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.06 3-4 >927 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 2=115/Mechanical,3=50/Mechanical,4=193/0-3-8 Max Horz 4=151(LC 12) Max Uplift 2=-115(LC 12),3=-10(LC 12),4.13(LC 12) Max Gray 2=130(LC 17),3=84(LC 3),4=193(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=4511;L=24ft;eave=4it;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*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 lit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 2,10 lb uplift at joint 3 and 13 lb uplift at joint 4. t 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE IND-7473 rev.IGV3/20I5 BEFORE USE. l Design valid for use only with Weld)connectors.this design is txuixi only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall bulking design. Brucfrrg i diicaled is to prevent c:klf rr of individual truss web and/or chord rnemters only. sal temporary and pwmursera bating MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. kr general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,socANS1/TPI I Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avotlaxsle from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Taeya FL 33610 • Job , Truss Truss Type Qty Ply Borek Res T10317387 J160737 J06 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:03 2017 Page 1 I D:c3k2YGsO5kJ5hvZyfizOx?Dzytgy-IEFc_h3VyR8mGeYIRA 10YsZlm80gsz6ISJe16kzr70_ 3-0-7 3.0-7 I Scale=1:17.3 2 8.00 12 11 ' N 1 :01)) ' 5 '' 3 4 3x8 I 10.4-4I 3-0-7 0 4 4 243 Plate Offsets(X,Y)-- [5:0-4-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=66/Mechanical,3=23/Mechanical,4=120/0-3-8 Max Horz 4=97(LC 12) Max Uplift 2=-72(LC 12),3=-10(LC 12),4=-3(LC 12) Max Gray 2=77(LC 17),3=46(LC 3),4=120(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst h=25th B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 2,10 lb uplift at joint 3 and 3 lb uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE IAV-7473 rev.1003/1016 BEFORE USE Design valid for use only with Mllekfo connectors.INs design is based only upon W arneters shown,and Is for an Individual building component,not a teas system.Before use.the balding deskaner must verify the applicability of design parameters and properly Incorporate this design Into the overall bola:g design.Qacirng lrcicaled is to prevent buckling of kkividu i buss web arxUor chord mei vibe's only.Additional lernpoaay and pen norrttnl Lamb tg MiTek' Is always required for stability and to prevent colopse wilts possible personal injury and property damage. For general guidance regarding the fabrlcatIo n,storage.delivery,erection and bracing of trusses and buss systems.seeANSI/TP11 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,Ajexankta,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Borek Res T10317388 J160737 J07 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:04 2017 Page 1 ID:c3k2YGsO5kJ5f wZyuzOx?Dzylgv-nRp?B137jkGdun7x?t ed546VOYmwbOMRhzNaeBzr7?z 1-0-7 1-0-7 Scale=1:10.5 8.00 12 2 000lp it:. ir 3x8 4 3 0-4-4 1-0-7 I 0-4-4 0-8-3 Plate Offsets(X,Y)-- [5:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 4 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 2 n/a n!a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=20/Mechanical,3=-10/Mechanical,4=54/0-3-8 Max Horz 4=43(LC 12) Max Uplift 2.32(LC 12),3=-20(LC 12),4=-6(LC 8) Max Gray 2=28(LC 17),3=17(LC 10),4=54(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24lt;eave=4lt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 2,20 lb uplift at joint 3 and 6 lb uplift at joint 4. Q WARNING-Verify design paranrafen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 rev.10/032016 BEFORE USE. Design valid for use only with Mllek®connectors.This design Is based only upon pcxameters shown,and Is for an individual bolding component,not a truss system.Before use.the building designer must verity the apMM=ablIN of design parameters and properly Imor{xxate this design foto the overall {� bulling design. Blockrg kx&:died is to prevent bucktklg of individual truss web and/or chord rrlerllbels or only.Ad(98 ;tumidlal loniporory and pen;tumidbracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general galdance regarding the fabrication,storage,delivery,erection and bracing of misses and Inns systems,seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke�t Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa. Job Truss Truss Type Oly Ply Borek Res • T103173891 J160737 J08 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 8 Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:05 2017 Page 1 I D:cSk2YGsO5kJ 5hvZyuzGx?Dzytgv-FdNN PN41U2OU Vx17Zb3sdHfZ hyOAKp Uawc78Adzr7?y 4-11-0I 9.10.1 { 4-11-0 4-11-0 3, Scale=1:32.7 NAILED 5.66 riy10 I 3x4 NAILED 2 I ! d N NAILED 8 1 00„00000 � dM w i d /r II r[i I 11 -i ►I 11 12 6 13 5 7 8x8' 4x4 NAILED 4 NAILED 3x4- NAILED 0-1110 4-11-0 i 9-10-1 I 0-1-10 4-9-6 _ 4-11-0 Plate Offsets(X,Y)-- [7:0-2-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.26 Horz(TL) -0.01 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:50 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=381/0-4-15,3=118/Mechanical,4=294/Mechanical Max Horz 7=205(LC 8) Max Uplift 7=-134(LC 8),3=-101(LC 8),4=-166(LC 8) Max Gray 7=381(LC 1),3=118(LC 1),4=301(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-344/137,1-2=-513/171 BOT CHORD 5-6=-297/435 WEBS 1-6=-98/324,2-5=-510/349 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 7,101 lb uplift at joint 3 and 166 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-43(B)11=-1(B)12=-6(B)13=-30(B) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED INTER REPERANCE PAGE M67473 rev.10/0312016 BEFORE USE. mil ' Design valid for use only with Mitek®connectors.this design is based only upon paameters shown,and Is for an Individual b uldkig component not a truss system.Before use.the bulking designer must verify the appIcablIty of design parameters and property Incorporate thin design Into the overall balding design. &acng indicated is to prevent buckling of indvkluri Inns web ciid/or chord merntrors only.Ad ikswl ieinporury and pen nrorecrrl.socircg Milek" Is dways required for slat iltty and to prevent collapse with possible personci k*+y and properly damage. For general guidance 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. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tarrpa.FL 33610 i Job Truss Truss Type Oty Ply Borek Res T10317390 J160737 J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:05 2017 Page 1 tD:c3k2YG5O5kJ5hvZyuzOx?Drylgv-FdNNPN41U2OUVxi7Zb3sdHfa4y0li(gFawc78Adzr7?y 4.9.13 9-7-11 l 4-9-13 4-9-13 3 Scale:3/8"=1' .11 sr0 NAILED 5.661--12 11 3x4 i NAILED 2 10 01 co II 1 NAILED a 9 1 ! 1 V ', _ 8 12 13 6 14 5 7 NAILEDNAILED 4 - 4x4 = 3x4= NAILED Q 5.4 4-9-13 9-7-11 5 4.4.9 1 4.9.13 i Plate Offsets(X,Y)-- [8:Edge,0-6-0]__ I LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.08 5-6 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:49 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=116/Mechanical,4=255/Mechanical,7=360/0-4-15 Max Horz 7=201(LC 24) Max Uplift 3=-102(LC 8),4.156(LC 8),7=-157(LC 8) Max Gray 3=116(LC 1),4=266(LC 28),7=360(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-322/133,1-2=-430/149 BOT CHORD 5-6=-275/368 WEBS 1-6=-134/433,2-5=-432/322 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45it;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 3,156 lb uplift at joint 4 and 157 lb uplift at joint 7. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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(pif) Vert:1-3=-54,4-8=-20 Concentrated Loads(Ib) Vert:11=-39(F)12=28(F)13=-0(F)14=-21(F) 1 Q WARNING-Verify design peranwtsre end READ NOTES ON THIS AND INCLUDED MITEI(REFERANCE PAGE r1-7473 rev.1010312015 BEFORE USE lid" Desi‘n valid for use only with Mllekt)connectors.this design Is based only upon parameters shown.and Is for an individual building ding component.not a truss system.Before use.the bulling designer must verify the appllcaMiN of design parameters and property Ineon:mate this design Into the overall bulking design.Bracing indicated is to prevent buckling of iururvicfuul truss web cixi/o chord inerribeis only.Additional lerriporray and perrirarrerrl bracing MiTek" is always reguted for stability and to prevent collapse with possible personal t*ry and properly damage. for general guidance regarding the fabrication storage,delivery,erection and tracing of trusses and truss systems.SeeANSI/TPI l Quality Cdtaria,DSB-89 and BCS1 Bullring Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,PL 33610 Job Truss Truss Type Oty Ply Borek Res T10317391 J160737 J10 Jack-Open 17 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 a Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:06 2017 Page 1 ID:c3k2YGsO5kJ5hvZyu2Ox?Dzyigv-jpxicj5NFMW L75HK6la5AUBf0MJz3Ksk8Gshi3zr7?x I 7.0.8 I 7-0-8 Scale:3/8'=1' I 2 8.00 12 6 • 5 4j) o • li ►� 4 3 5x10 MT2OHS II 7-0-8 II 7-0-8 Plate Offsets(X,Y)-- (4:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 3-4 >512 240 MT2OHS 187/143 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.31 3-4 >266 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) 0.11 2 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=253/0-5-8,2=169/Mechanical,3=84/Mechanical Max Horz 4=206(LC 12) Max Uplift 4=-11(LC 12),2=-158(LC 12),3=-12(LC 12) Max Gray 4=253(LC 1),2=189(LC 17),3=129(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 4,158 lb uplift at joint 2 and 12 lb uplift at joint 3. r 0 WARNING-Verify design pr�tMs and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M..717J rev.10/03/2015 BEFORE USE lilt Design valid for use only with MilledS 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. Brcx:ing indicated is to prevent buckling of individual buss web and/or chord members only. Adciiiunal lernpurory and permanent brcx:ung MiTek' Is always required for stability and to prevent tontine with possible personal fVuny and property damage. For general guidance regarding the fabric:otkxL storage,delivery,erection and bracing of busses and truss systems.seeANSI/1P11 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. j Tarrpa.FL 33610 Job 1Truss Truss Type Oty Ply Borek Res 1 T10317392 J160737 Jit Corner Jack 7 1 ' •Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:07 2017 Page 1 1 D:c3k2YG505kJ5hvZyuzOx?Dzylgv-B?V 7p36?OfeCI FSW g05Kiikweljvotr.StNwcF EVzr7?w 5-0-8 5-0-8 Scale=1:24.9 2 8.00 Fir 6 O 7 C11 5 4 3 3x8Fl I 5-0-8 5.0.8 Plate Offsets(X,Y)-- [4:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL, DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.08 3-4 >719 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=179/0-5-8,2=120/Mechanical,3=59/Mechanical Max Horz 4=151(LC 12) Max Uplift 4=-3(LC 12),2=-115(LC 12),3=-11(LC 12) Max Gray 4=179(LC 1),2=135(LC 17),3=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psi;h=25ft;B=45fl;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 4,115 lb uplift at joint 2 and 11 lb uplift at joint 3. 0 WARNING-*iffy design param frs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE Design valid for use only wlttn MflelrS connectors.This design Is based only upon parameters shown.and Is for on Individual building component,not a truss system.Before use,the!wilding designer must verify the a pplIcabltN of design parameters and properly Incorporate this design Into the overall txskfng design. Bux:i g i rIcaled is lo prevent buckling of it KflVilitJUI lru web and/a chord members only.Addliorxi temrxxay arid permaxiui rxrx;ing MiTek* Is always regil ed for stability and to prevent collapse with possible persona inJxy and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sneANSI/TPI I Quality Criteria,DSB-89 and SCSI Beading Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Borek Res T10317393 J160737 J12 Corner Jack 9 1 Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:07 2017 Page 1 SD:c3k2YG505kJ5hvZyudzOx?Dzylgv-B?V7p36?OfeC IFsWg05Kiik_hlm?onStNwcFEVzr7?w 3-0-8 3-0-8 Scale=1:17.3 2 8.00 FIF 0 2N PFPi A ►, 3 4 3x8 3.0.8 3-0-8 Plate Offsets(X,Y)-- [4:0-4-8,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 • TC 0.16 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-4 >999 180 BOLL 0.0 " Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:11 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=105/0-5-8,2=71/Mechanical,3=34/Mechanical Max Horz 4=97(LC 12) Max Uplift 2=-72(LC 12),3=-10(LC 12) Max Gray 4=105(LC 1),2=81(LC 17),3=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25fh B=45ft;L=24ft eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 2 and 10 lb uplift at joint 3. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED PATEN REFERANCE PAGE M1.7473 rev.1GVS2015 BEFORE USE Design valid for use only with Mitek®connectors.this design Is based only upon pm:meters shown.and Is For an Individual building component,not a truss system.Before use.the building designer must verify the applIcablIty of design parameters and properly Incorporate this design Into the overall • Wading design. Bracing kr icated is to prevent budding or individual hubs web and/or chord members ordy.Addled v t iernpunary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Miry aril properly image. For general guidance regarding the Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses aid truss systems.see/WSl/TPl1 Quality Criteria.D58-89 and SCSI Br 6904 Bulking ComponentE3st Safety Information avdlcttle from Trus Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.P. i r Job Truss Truss Type Oty Ply Borek Res T10317394 J160737 J13 Corner Jack 9 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:08 2017 Page 1 lD:c k2YGsO5kJ5hvZyUzOx?Dzylgv-fC2V1P7enzm3MPRiEjcZFvHBN98?XELIcaLonyzr7?v 1.0.8 f 1-0-8 I Scale=1:10.5 8.00 12 2• , �1 1 m o IIL• i Fliq 4 3 3x8 11 f--- 1 are I 1-0-B Plate Offsets(X,Y)-- [4:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) I/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:4 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=33/0-5-8,2=23/Mechanical,3.10/Mechanical Max Horz 4=44(LC 12) Max Uplift 2=-31(LC 12),3=-12(LC 12) Max Gray 4=33(LC 1),2=29(LC 17),3=17(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 2 and 12 lb uplift at joint 3. A WARNING-Verify d.slgn peram Pers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Nit Design valid for use only with MITekt)connectors.this design is based only upon parameters shown.and Is for an IrdMdirol folding component,not a truss system.Before use.the building designer must verify the appllrablIty of design parameters and properly Incorporate this design Into the overall Lading design. Bracing idiicatedislepreventbuckiingofIndividualBurs wet,acrd/o chord members oily.Adritionaller won"yanalpen maenllxackrg Mired' Is always required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the 6904 Padre East Blvd.fabrtcatlon.storage,delivery,erection and bracing of trusses and truss systems,seems/wit Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tamper,FL 33610 Job Truss Truss Type Oty Ply Borek Res 110317395, J160737 J14 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:08 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzytgv-fC2V1P7enzm3MPRiEjcZFvH4792LXEL1caLonyzr79v 6-0-8 6.0.8 Scale:112•=1 2 8.00 FIT 8 rn O v � e 7 4 3x4 3 6-0-8 6-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.08 3-5 >838 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 3-5 >423 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:19 lb FT=20% 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. REACTIONS. (lb/size) 2=140/Mechanical,4=209/Mechanical,3=78/Mechanical Max Horz 4=157(LC 12) Max Uplift 2=-120(LC 12),4=-22(LC 12),3=-9(LC 12) Max Gray 2=154(LC 17),4=209(LC 1),3=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4t1;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-15 to 3-2-15,Interior(1)3-2-15 to 5-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 2,22 lb uplift at joint 4 and 9 lb uplift at joint 3. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.16$2312015 BEFORE USE Design valid for use only with MI1ek1 connectors.Ills design is based only upon parameters shown,and is for an Indlvkdual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly iicorpxrate this design Into the overall building design. Bracing Bsicolrsd is lo prevent budding olidviduci truss web and/on druid members andy.Adciliorv1lermpxxayaid pen nonenitxtx:kng MIleek• Is always required for stability and to prevent collcpse with passiale personal Film and property damage. For general guidance regadtng the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality CrItaria,0S8-69 and SCSI Building Component 6904 Parke East Bird. Safely Information avdiable from truss Plate Institute,218 N.Lee Street.Suite 3t2.Alexandria,VA 22314. Tampa,FL 33610 Job Truss !Truss Type Qty Ply Borek Res T10317396 J160737 J15 CORNER JACK 1 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:09 2017 Page 1 lDc3k2YGsO5kJ5IwZyuzOx?Drylgv-7OcuEl7GXHuw_Z0voR7oo7pJTZSBGhbAgE5LJOzr7?u 4-0-8 1 4.0.8 `` Scale=1:17.2 2 �l� A0/8.00 8.00 12 o N riS3 1 2x4 4-0-8 4-0-8 j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 3-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.03 3-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH i Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=139/0-5-8,2=89/Mechanical,3=50/Mechanical Max Horz 1=102(LC 12) Max Uplift 1=-16(LC 12),2=-77(LC 12),3=-7(LC 12) Max Gray 1=139(LC 1),2=98(LC 17),3=69(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th eave=4lt Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 1,77 lb uplift at joint 2 and 7 lb uplift at joint 3. � I WARNING-Virlfy designpvanatan and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rw.10W12015 BEFORE USE Deslta valid for use only with MllekN connectors.1Ns design is based only upon pczameters shown,and Is for an individual bolding component.not a truss system.Before use.the building designer must verily the applicability of design praaneters and properly incorporate this design Into the overall bald'rg design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional tennporay and permanent UV-YAW MiTek' Is always required for stabtlty and to prevent collapse with possible personal Injury and properly damage. For general guidance negating the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lPl t Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avdidie from Truss Plate institute.218 N.Lee Sfreet.Suite 312.Ajexandda.VA 22314. Tampa:FL 33610 4 � Job Truss Truss Type Qty Ply Borek Res 710317397 J160737 J16 Corner Jack 1 1 Job Reference(optional) Manning Guiding Supplies.Jaksonvile.FL 8.010 s Oct 8 2016 MTek Industries,Inc.Mon Jan 30 09:04:02 2017 Page 1 ID;c3k2YGsOSkJ5hv7yu7Ox 7ylgv-H9GGxyNg?ow7typOyZhTiM6rgNTYgG83e527SnZgDuh 2-0-8 2-0-8 Scale=1:10.5 • 2 , 8.00 12 • 0 1 ... ►/ 3 2x4= I 2-0-8 2-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=64/0-5-8,2=39/Mechanical,3=25/Mechanical Max Horz 1=48(LC 12) Max Uplift 1=-6(LC 12),2=-33(LC 12),3=-6(LC 12) Max Gray 1=64(LC 1),2=43(LC 17),3=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25tt;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1,33 lb uplift at joint 2 and 6 lb uplift at joint 3. WARNNIO-Verify design parermhrs and READ NOTES ON THIS AND INCLUDED MITER REFElLINCE PAGE 1.16.7473 rev.10/03120/5 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for cn Individual budding component.not a trues system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall bulking design. Bracing itxicaled b to preverri bucktkit/of Individual kw web and/or chord mrernbecs only. Adriiliunal Mario nary aid permanent blueing MiTek' Is always requked for stability and to prevent cdlapse with possible personal Injury and properly damage. For general guidance regadkng the 6904 Parke East Blvd. labricatkn,storage.delivery.erection and bracing of trusses and truss systems.seeAN81/IPI I Quality Criteria,DSB-89 and KS!Building Component Safety Information available from Truss Plate ktstftute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 A i Job Truss Truss Type Qty Ply Borek Res T10317398 J160737 J17 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville.FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:10 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzdx?Dzytgv-baAGS5&Ba0ncja5L8f1 KKMQIzjF?4dK3ugvrgzr7?t 4-11-7 9-10-13 4-11-7 I 4-11-7 3 Scale=1:32.9 ;II 5.66 12 NAILED 10 II 3x4 i NAILED 2 frieti I ( NAILED 8 � � l q _ii- 11 11 •• 11 " :i ��� 11 12 6 13 5 7 8x8 i NAILED 4 NAILED 4x4- 3x4= NAILED 6 4-11-7 _ 9-10-13 6 4-11-1 t -- 4-11-7 Plate Offsets(X,Y)-- (7:0-2-12,0-2-4]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.27 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:50 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=384/0-7-2,3=119/Mechanical,4=296/Mechanical Max Horz 7=206(LC 8) Max Uplift 7=-i35(LC 8),3=-102(LC 8),4.168(LC 8) Max Gray 7=384(LC 1),3=119(LC 1),4=304(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-347/139,1-2=-518/173 BOT CHORD 5-6=-301/440 WEBS 1-6=-100/327,2-5=-516/353 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 7,102 lb uplift at joint 3 and 168 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-44(B)11=-1(B)12=-6(B)13=-31(B) t I 0 WARNING-Verify dulgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rw.10/03/2016 BEFORE USE. • Design valid for use only with MIleke connectors.This design Is based only upon parameters shown.and Is for an irxiivkAwl building component.not a truss system.Before use.the ending designer, must verify the applcabllty of design parameters and properly Incorporate this design info the overall 'Juicing design. Bracing ixdcaled is to prevent buckling of kndivkiuul lues web arxi/or chord momtxrs only. Adefiikrwi lernporcry and petitioner il bex:inu MI Is always required for staWity and to prevent collapse with poss6W p ersoncl kskay and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information ava®oble from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria VA 22314. i Tanga,FL 33610 f Job Truss Truss Type i Qty Ply Borek Res 7103173991 J160737 J18 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:11 2017 Page 1 ID:c3k2YGsO5kJ5hvZyffzOx?Dzylgv-3nkeIQ9W 3u8eDs9HvrAGtYvcQN3pkYDTIYaSNHzr7?s 4-9-14 9-7-12 I 4-9-14 l 4-9-14 l 3 Scale:3/8"=1' `( d NAILED 000101.1111 5.66[12 10 I ! 354 i NAILED 002 Ip 1 NAILED 8 1 I V14 ►fir w e .. r ' j 6 1 1 on 1 1 ,1 IIIMII IIIMI 11 12 6 13 5 7 8x8 i NAILED 4 NAILED 4x4- 3x4= NAILED 0-06 4-9-14 9-7-12 0-6-6 4-9-8 f 4-9-14 I Plate Offsets(X,Y)-- [7:0-2-12,0-2-4] l LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.25 Horz(TL) -0.01 3 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=373/0-7-0,3=118/Mechanical,4=289/Mechanical Max Horz 7=201(LC 8) • Max Uplift 7=-131(LC 8),3=-103(LC 8),4=-164(LC 8) Max Gray 7=373(LC 1),3=118(LC 1),4=297(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-337/134,1-2=-500/167 BOT CHORD 5-6=-292/425 • WEBS 1-6=-99/318,2-5=-499/342 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4it;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 7,103 lb uplift at joint 3 and 164 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-44(F)11=-1(F)12=-6(F)13=-31(F) 0 WARNING-V.My design ps emel n and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 row.10032015 BEFORE USE. Ng Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and is for an Individual bolding component,not a truss system.Before use.the building designer roust verify the applicability of design parameters and properly Incorporate this deskan Into the overall biking design. Bracing knda:aled is to prevent byklirng of individual Iran web sad/or druid inernhrrs only. Addiliaai lernprray and peona peonrent bracing MiTek• is always required for stability and to prevent collapse with possible personal kM+y and property damage. For general guidance regardkg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Borek Res T10317400 J160737 J19 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:12 2017 Page 1 ID:c3k2YGsO5kJ5twZyuzCx?Dzyl qv-YzIOtmA8gCG V rOkTTZ hVPI RmNm02T_jcXCJOwjzr7?r 4-11-6 9-10-12 4-11-6 4-11-6 3 Scale:3/8"=1' `/ NAILED 5.66 12 10 I !. 3x4 NAILED 2 9 1:11I NAILED 000011,111 1 1#004000111' 1 a: 11 12 6 13 5 7 6x6 NAILED NAILED 4 4x4- 3x4— NAILED o-�s 4.11.6 9-10-12 a 4-11-0 - 4-11-6 Plate Offsets(X,Y)-- 17:0-2-12,0-2-4] f LOADING (psi) I SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.10 5-6 >999 180 BCLL 0.0 ' Rep Stress!nor NO WB 0.30 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:50 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=413/0-7-0,3=129/Mechanical,4=331/Mechanical Max Horz 7=202(LC 8) Max Uplift 7=-133(LC 8),3=-108(LC 8),4.166(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-372/141,1-2=-590/183 BOT CHORD 5-6=-309/493 WEBS 1-6=-106/360,2-6=-1/266,2-5=-572/358 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 7,108 lb uplift at joint 3 and 166 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25*)toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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(pit) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-13(B)10=-64(B)11=-8(B)12=-21(B)13=-50(B) 0 WARNING-Vainly design promoters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7477 rev.1W03r7016 BEFORE USE Design valid for use only with Mllekty connectors.TNs design is based only upon paorneters shown,and is kr an individual building component,not a truss system.Before use.the building designer must veiny the appxtcallity of design parameters and property incorporate this design Into the overall belch'bg design. ikockrg iikricuied A w rrevetrl buckling of individual hush web and/or chord members only. Addlikonal lernporay and perrrrarenl bracing Mulek Is always reguked kyr stability and to prevent collapse with p ossble personal INLiy and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage-delivery,erection and bracing of trusses and tura systems,seeANSI/FPI I Quality Criteria,DSB-89 and SCSI Building Component Safety information available horn Truss Plate institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. T&rri,e.FL 33610 Job Truss !Truss Type Oty Ply Borek Res T10317401• J160737 J21 Jack-Open Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 S Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:13 2017 Page 1 ID:c3k2YGs05kJ5hvZyuzOx?Dzylgv-09SO46AmbVOMTAJg t GCkyz_yYAeOCVbm153ZS9zr7?q l 4.1.8 4-1-8 Scale=1:20.8 2 8.00 12 1 11111 �� 5 6 HTU26 HTU26 4 4x7 11 3 4-1-8 4-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.09 3-4 >514 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. REACTIONS. (lb/size) 4=982/0-5-8,2=118/Mechanical,3=1111/Mechanical Max Horz 4=124(LC 8) Max Uplift 4=-313(LC 8),2=97(LC 8),3=-409(LC 8) Max Gray 4=982(LC 1),2=124(LC 25),3=1111(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=45ft;L=24ft;eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)The Fabrication Tolerance at joint 4=4% 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 4,97 lb uplift at joint 2 and 409 lb uplift at joint 3. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-4-4 from the left end to 3-4-4 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10) 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:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:5=-959(F)6=-962(F) • 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7473 rev.10v3P2015 BEFORE USE. Design valid for use only with Mllek@S connectors.This design is based only upon parameters shown.and Is for an hcNv dual!guiding component,not a truss system.Before use,the buldkvg designer must vent the appllcabilty of design p' ameters and properly Incorporate tills design Into the overall twicfum ei;sign. &aci g kndicaled Is to prevent buckling of individual Inns webaxd/or chord rnerntwrs only. Ackiiional Wnrporary crud turret bracing MITek• Is always required for stability and to prevent collapse with possbW personal lorry and properly damage. For general gukince regarding the 6904 Parke East BNd. fabrk:attor storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria,DSB-89 and BCSI Building Component Softly information available from Truss Plate institute.218 N.Lee Street,Suite 312,AlexandAa,VA 22314. Tampa,FL 33810 Job Truss Truss Type Qty Pty Borek Res T10317402 J160737 J22 Jack-Open 1 1 • Job Reference(optional) Manning Building Supplies. Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:13 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOx?Dzytgv-09sO46AmbVOMTAJg 1 GCkyzDAosCVbmIs3ZS9zr7?q 4-1-8 4-1-8 Scale=1:20.8 2 a 8.00 riT 5 rb cb 1 • a 4 3 3x8 I I 4-1-8 4-1-8 Plate Offsets(X,Y)-- 14:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.04 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 rla n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=145/0-5-8,2=97/Mechanical,3=47/Mechanical Max Horz 4=126(LC 12) Max Uplift 2=-95(LC 12),3=-10(LC 12) Max Gray 4=145(LC 1),2=110(LC 17),3=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-12 zone;cantilever left and right exposed;end vertical lett and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 10 lb uplift at joint 3. t r WARNING-Verity design peremrrfan and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE A01.7473 rev.1 a0Y10/6 BEFORE USE fill Design valW for use only with MITM>connectors.this design Is based only upon parameters shown.and Is for an individual biding component not a truss system.Before use,the bulking designer must verify the applicability of design rxnaneters and property kscorporate this design Into the overall bulking design.Bracing indic:aled is to prevent buck*rg of Individual truss web and/or chord rnerirbers only.AcklBiorir i lernporcxy and pernrarenrl bracing MiTek' is always required for stability and to prevent collapse with possible personal irluy and property damage. For general guidance regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quilty Criteria.DS8-69 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avalabte from Truss Plate Institute-218 N.Lee Street Suite 312,Alexaxlrla,VA 22314. Tampa FL 33610 e s r Job Truss Truss Type Oty Ply Borek Res T103174031 J160737 J23 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 6 Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:14 2017 Page 1 ID:c3k2YGsO5kJ5hvZylizOx?Dzytgv-UMOnISBOMpW D4KusaizVAX57a6Oxygv_W o6_bzr7?p 5-6-4 5-6-4 Scale=1:19.9 NAILED /,� - 5.66 12 6 .11 NAILED ' 1 , 1 IP' 1 1 ;f� 7 NAILED 4 3 3x8 11 5-6-4 5-5-14 Plate Offsets(X,Y)-- (4:0.4-4,0-1-8)__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.11 3-4 >603 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=199/0-7-0,2=135/Mechanical,3=70/Mechanical Max Horz 4=122(LC 8) Max Uplift 4=-45(LC 8),2=-125(LC 8),3=-19(LC 8) Max Gray 4=199(LC 1),2=141(LC 25),3=102(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 4,125 lb uplift at joint 2 and 19 lb uplift at joint 3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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(pit) Vert:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:6=-2(B)7=-8(B) Q WARNING-Veriy design paremetae and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.100212015 BEFORE USE Design valid for use only with Weld)connectors.Ink design is based only upon parameters shown.and Is for an individual bold ng component,not a truss system.Before use.the!wilding designer must verify the opp tk.ablity of design parameters aril properly Irv.cxp orate thk design Into the overall Whirl!)design. &uckrg indicaled'a to prevent buckling of individual truss web arnf/or ctuxd rnernbws only.Addliorxi lernpxxary and pennawwni brex:kva MiTek* Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricatk,n,storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/TPI I Quality Criteria.DSB-89 and BCS!Building Component 6904 Parke East Bpd. Safety IMormalion available from Truss Plate InsfItute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.fl. 33610 e t w Job Truss Truss Type Qty Ply Borek Res T10317404 J160737 J24 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:15 2017 Page 1 I D:c3'iCeVGsO5kJ5hvZyuzOx?Dzy1gv-yYz9VoC 177e4iUT28hEC 1 O3GD_R9gP43DAYgX2zr7?o 5-9-4 5-9-4 Scale=1:20.5 2 h� I� 5.66 12 NAILED • 6 Ial _ NAILED 5c4 00/00 roti MI 1 7 �. NAILED 4 3 3x8 II 59-4 5-8-14 Plate Offsets(X,Y)-- (4:0-4-4,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 3-4 >978 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 3-4 >534 180 BCLL 0.0 ' • Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=207/0.7.0,2=139/Mechanical,3=71/Mechanical Max Horz 4=126(LC 8) Max Uplift 4=-47(LC 8),2=-126(LC 8),3=-19(LC 8) Max Gray 4=207(LC 1),2=145(LC 25),3=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft 8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 4,126 lb uplift at joint 2 and 19 lb uplift at joint 3. 6)"NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)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(p1f) Vert:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:6=-0(F)7=-6(F) Q WARNING-Verify d&sign parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MH-7473 rev.10r03r2015 BEFORE USE 141111. Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown.and is for an individual bolding component,not a truss system.Before use,the building designer must vette/the applicablity of design parameters and properly incorporate this design Into the overall balding design. Blueing indicated is to prevent budding of individual Burs web at chord nrernbers only. Addeo(al lernparury aid pent ester blueing MiTek' is always required for stciiity and to prevent coitcpne with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and thus systems.seeANSt/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkt'le from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 • t . Job Truss Truss Type Oty Ply 1 Borek Res 110317405 J160737 J25 Jack-Partial Girder 2 1 'Job Reference(optional) • Manning Building Supplies, Jaksonvilie,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:16 2017 Page 1 ID:c3k2YGsO5kJShvZyttzOx?Dzyigv-OkXXi8DftUOnwKe2FiPIRabcS9Om_PpSCRgHD3Uzr7?n 4-9.14 9-7-12 4-9-14 l 4-9-14 3 Scale:3/8'=1' 1 41 NAILED • • 5.66'12 10 I 3x4 NAILED 2 9 .d Id e NAILED 000001111111111111111111111111 a d ,, II II. I I MIM ,1A NMI 11 12 6 13 5 7 8x8 i NAILED 4 NAILED 4x4= 3x4= NAILED 0- 4-9-14 9-7-12 0-6-64-9-8 �— 4-9-14 { Plate Offsets(X,Y)— ]7:0-2-12,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Ind NO WB 0.25 Horz(TL) -0.01 3 n/a rite BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:49 lb FT=20% 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=373/0-7-0,3=118/Mechanical,4=289/Mechanical Max Horz 7=201(LC 8) Max Uplift 7=131(LC 8),3=-103(LC 8),4=-164(LC 8) Max Gray 7=373(LC 1),3=118(LC 1),4=297(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-337/134,1-2=-500/167 BOT CHORD 5-6=-292/425 WEBS 1-6=-99/318,2-5=-499/342 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 7,103 lb uplift at joint 3 and 164 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.1485(3')or 2.12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7) 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=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-44(B)11=-1(B)12=-6(B)13=-31(B) Q WARNING-Verify design pennwters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M67473 rev.1003/2015 BEFORE USE ig- Design valid for use only with Milekan connectors.this design Is Lxudxi only upon parameters shown.and is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design paaneters and properly Incorporate this design Into the overdl build,ig design. Brat:ing indicated is to prevent bac:klirig of indivklugi truss web aril/or chord liter nixes only.Additional ternpuray aid perrrww:II duck 1g MiTek• is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general guldcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPt 1 Quality Cilteda,DS8-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdktile from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. I Tampa,FL 33610 a 7 + Job Truss Truss Type Oty Ply Borek Res T103174061 J160737 P01 GABLE 1 1 Job Reference(optional) Manning Building Supplies. Jaksonvilte,FL 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Jan 27 15:05:17 2017 Page 1 ID:c3k2YG505kJ5hvZyuzOx?DZylq-v-ux5vwUEHfkvnxndRG6Hg6p9gar1Al8J3LgU1 mbwzr7?m 2-0-7 12-7.7I 14-7-15 2-0-7 I 10-7.0 2-0-7 Scale=1:25.1 ' 8.00 12 3x4= 1.5x4 I I 1.5x4 I' 1.5x4 !I 3x4= � 2 3 11 4 12 5 6 I! II - III el 7 N N 41 1 O n a a i "i • o ve. .-.. .- ......... ....... .. .... ............. ........ . ....-. ................-.-. .- - .. . ... ....... o .........- . I 3x4-i 10 9 8 3x4 d d 1.5x4 1.5x4 1.5x4 I 14-7-15 { 14-7-15 Plate Offsets(X,Y)-- [2:0-2-0,0-2-3),[6:0-2-0 0-2-3]__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:45 Ib FT=20% LUMBER- BRACING- TOP RACINGTOP 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.2 REACTIONS. All bearings 14-7-15. (Ib)- Max Horz 1=27(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,7 except 9=-167(LC 8),10=-135(LC 9),8=-133(LC 8) Max Gray All reactions 250 lb or less at joint(s)1,7 except 9=312(LC 21),10=265(LC 21),8=265(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=45fh L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 6-3-6,Interior(1)6.3-6 to 12-7-7,Exterior(2)12-7-7 to 13-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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 ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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)1,7 except(jt=lb) 9=167,10=135,8=133. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MM-7473 rev.100320f5 BEFORE USE. Design valid for use only with MllekS9 connectors.lNs design is based only upon parameters shown,and Is form Individual bulding component.not a truss system.Before use.the building designer must verify the applicability of design rxa<aneters and properly Incorporate this desF?n hto the overall lia bulking.krg design. 8 ex:irg hrdeated Is to prevent buckling of itxlividud truss web and/or chord members only.AddtBfenal lerrrpxruy and pemKrwni brei;erg MiTek Is dways required for stability and to prevent collapse with p osstle personal Sew and property damage. For general guidance rewiring the fabrication.storage,delivery-erection and bracing of trusses and truss systems,sooANSI/TPt l Quality Criteria,DSB-99 and SCSI Building Component 6904 Parke East Bird. Safely!donation avdiabie from Truss Plate Instttute.218 N.lee Street,Suite 312.Alexandria VA 22314. Tania.FL 33610 a Job Truss Truss Type Qty Ply Borek Res 110317407 J160737 P02 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:17 2017 Page 1 ID:c3k2YGsO5kJ5hvZyuzOxC?Dzytgv-ux5vwUE HfkvnxndRG6Hg6p9hynAJ8J5LgU1 mbwzr77m 4-0-7 10-7-7 14-7-15 . 4-0-7 I 6-7-0 l 4-0-8 Seale=1:24.3 3x4= 1.5x4 II 3x4= 3 12 4 13 5 14 1.5x4 I I = 1.5x4 II 8.00 12 11 t V M 6 i 2 — c) 4 NI I sis44 I 7 1 \Z I O __ A A la! III r er 03 1 3x4-i 10 9 8 3x4 1.5x4 1.5x4 i 1 1.5x4 14-7-15 14-7-15 Plate Offsets(X,Y)-- [3:0-2-0,0-2-n15:0-2-0,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:51 lb FT=20% 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.2 REACTIONS. All bearings 14-2-11. (Ib)- Max Horz 1=65(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,7 except 9=-153(LC 9),10=-101(LC 12),8=-101(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,7,10,8 except 9=298(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsl;h=2511;B=4511;L=24th eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-8-0,Interior(1)3-8-0 to 4-0-7,Exterior(2)4.0-7 to 13-11-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except(It=lb) 9=153,10=101,8=101. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Q WARNING-Verify dMpn puenMtan and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 5111-7073 rev.1003r1015 BEFORE USE iiiii. Design valid for use only with Milek19 connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use.the lxilding designer must verify the als.,11a blity of design pcsameters and properly incoaxxate this design Into the overall taking design. Blueing i diicaled is to lxeverrl buckling of individual truss web and/or chord members only.Adcilicxnai temporary(Lid peimanwrl 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 tnases and Mit systems,see-ANSI/IPI l Cluallly Crlterla,0SB49 and BCSI Bulking Component 6904 Parke East Blvd. Safety information available from truss Plate Institute.218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa Ft. 33810 w Job Truss Truss Type Oty Ply Borek Res T10317408 J160737 P03 Piggyback 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:18 2017 Page 1 iD:c3k2YGsO5kJ5IwZy-ozOx?Dzylgv-M 7 fH7gEv021 eZxCdpgovfOhsBBW VtmHVv8nK7Nzr7?I 60.7I 8-7-7 I 14-7-15 6-0-7 2-7-0 6-0-7 Scale=1:26.3 3x4= 1.5x4 H 3x4= 3 4 5 is 0 h 1 8.00 12 1.5x4 I 13 1.5x4 II 12 6 _m v .7 2 d o a i — a 6 (r 11 d1 i 14 11 7 , � $ , I ;...........:+: ...•.•...............: •:•:. .. .. .............: •:•: .:<<•: .. .. : •:• ..................•..:....::•:•:: :M.:: . i. 3x4* 10 11 8 3x4 1.5x4 I 1.5x4 H 1.5x4 14-7-15 14-7-15 Plate Offsets(X,Y)-- 13:0-2-0,0-2-31,[5:0-2-0,0-2-31 -_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (tort) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:54 lb FT=20% 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.2 REACTIONS. All bearings 14-2-11. (lb)- Max Horz 1=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7,9 except 10=-144(LC 12).8=-144(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,7,9 except 10=286(LC 17),8=284(LC 18) FORCES. (Ib)-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=130mph(3-second gust)Vasd=101mph;TCDL=4.2psl;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.8.0 to 3-8-0,Interior(1)3-8-0 to 6-0-7,Exterior(2)6-0-7 to 8-7-7,Interior(1)12-10-6 to 13-11-15 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,9 except (It=lb)10=144,8=144. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. A WARNING-Verify design parameter*and READ NOTES ON MS AND INCLUDED NITER REFERANCE PAGE MM-7473 rev.1d93/2015 BEFORE USE Illii Design valid for use only with MlleisS connectors.This design Is based only upon parameters shown.and Is for cit individual txidi ng component.not a truss system.Before use.the building designer must verity the applicability of design parameters and property Incorporate ihfs design Into the overall twirling design. Brox;krg indicated is to prevent buckling of irxSividuul truss web arvd/or chord r;ler libels only.Adriiiorwi temporary card peril rue bracirkt MiTek* Is always required for stablity and to prevent colgpse with possible personal injury and property damage. For general gridarlce regarding the 6904 Perko East BNd. fabrlcatkxn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Qu y Criteria,DSB-89 and SCSI Bulking Component 69Taark 33610. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • A lb Job Truss Truss Type Qty Ply Borek Res T10317409, J160737 PO4 Piggyback 3 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:19 2017 Page 1 ID:c3k2YG$O5kJ5hvZytUZOx?Dzylgv-gJDgLAFXBL9VB5ngNXJ8CEE08bsncDCe8oW tgpzr7?k 7-3-15 14-7-7 II 7-3-15 ( 7-3-8 4x4= Scale=1:30.7 3 II 8.0012 10 illik 11 1.5x4 II 12 1.5x4 II 9 4 2 iiii, 5 1 co _ "ksr sr *? d:•....�.... ........... ... ............... .... ..... ............................ .... g Id a 3x4 i 8 7 6 3x4 1.5x4 I I 1.5x4 I I 1.5x4 I 14.7-7 I---I 14-7-7 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:56 lb FT=20% 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.2 REACTIONS. All bearings 14-2-11. (Ib)- Max Horz 1=-126(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8=-180(LC 12),6=-179(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 8=316(LC 17),6=316(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-290/225,4-6=-288/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.8-0 to 3-8-0,Interior(1)3-8.0 to 7-3-15,Exterior(2)7-3-15 to 10-3-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)1,5 except(jt=lb) 8=180,6=179. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify doslgn pramohrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE III-7473 r v.101032015 BEFORE USE. la Design valid Mr use only 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 building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Btucing indicated is to prevent buckling of iufrvidual truss web and/or el lord members only.Addulorru WMmay dui pen Hamill tnacirg MIRek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Et,Blvd. fabrication,storage,delivery,erection and bracing of trussesansystems. d truss seeANSI/TPI1 Quality Criteria,DSBulking6904East -89 and BCSI Bulking Component Tampa,04 Parke Eas Safety Information available from Truss Plate Institute.218 N.Lee Street.Srite 312 Alexandria.VA 22314. 4 Job I Truss Truss Type Oty Ply Borek Res T10317410 J160737 P05 Piggyback 2 1 1Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jan 27 15:05:20 2017 Page 1 iD:c3k2YGsO5kJ5hvZyuzOx?Dz-ylgo-J W n2YVG9yfHMpFLOxEgNkRmBs?COLgToMSGRCFzr7?j 7-3-15 14-5-15 II 7-3-15 l 7-2-0 4x4= Scale=1:30.7 3 1.5x42 I I IN8.00 It01.5x4 I • 9 4 5 e t Aib.r Al: e ■ r < m 3x4-i 8 7 6 3x4-� 1.5x4 I. 1.5x4 II 1.5x4 14-5-1 5 -i 14-5-15 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.15 Vert(TL) Na - n/a 999 BCLL 0.0 * Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:56 lb FT=20% 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.2 REACTIONS. All bearings 14-2-11. (lb)- Max Horz 1=126(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8=-181(LC 12),6=-177(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 8=317(LC 17),6=315(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-293/227,4-6=-285/221 NOTES- • 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25it;B=45fh L=24th eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-0 to 3-8-0,Interior(1)3-8-0 to 7-3-15,Exterior(2)7-3-15 to 10-3-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This muss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=1b) 8=181,6=177. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-ViAfy dedyn parerretan and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE MM-7473 rev.10103/1015 BEFORE USE. idt Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is tor an Indivkiuci building component.not a truss system.Before use.the bolding designer must verity the appilcablity of design parameters and property Incorporate this design Into the overall bulking design. &ac:isy indicated Is to prevent bucklksg of krdlvkjual inns web axUor chord men rbers only. A499011(11 lernpoury and pen naneni trcrikyd Ml lei is always required for stability and to prevent collapse with possible personal knkiy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/lPl1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalatie Born Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanga.FL 33610 • 4 M 03 0 u -/i iQ4 !cn iii iiD A MI nZ Dm T. --i _ "s9 ill. iii o I I O" ' CO • m m ° wn V1 0 p p D(-)D_0000-0ZD A_ 0c ° Q D C pyc m ° ° O3 °Q-°- mo - oa Z Nm0 � 3a Z Cm *m - <° n5C0 G0� Q maP, QDp,n D°c° ortog KD8yD < _ m° a m3. 0_ -oD - 3Q9O3o-0 : _aOaN D , 0 aD ZQ ° JDO . < 0oo03Qms= `,-,f6_.0a (� c x0 m0 = (D 0 W x CDco -Qo ° cQ- m `Dm ° Do � m • Qpacr3 Q5c .c� p"-°0 OoQ � O " my ° cnm . pOO ° mvo0 "Da -0_c/> SEN:,_ p . 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N, 7. .p co v P (Ji A W N J -TI • •O OD v P (T A W N O Q Q U 0UIIi H -80 Quo$ -ocQ6- 0a oho < a0a po �� 4 n a- °m 3 3 - mmm (s' xcm• cro p °o �3 ( (off mz .pg- 3m -0 5.a . m m p -0 CQ /� a O m3 ac> Q DOc a ax HaQ 3 n an D-c,12Qi• _ (D O u, -N i�_ 03m a p2 O 70S 7Q. m"' pm &-".';''' (p13 xm s6g Qm�D N 2.m.8 (, ON-5 o- T �n c�3 �H$ �5 o o 0Q 3 m& rc •0 mm m0Q m-g m� �3 mQo -. y�(� Cl oCY -`g3 a 0 O o� ''� $—• a op o N4H �Q 3• a 9 o' 0-_m ?. (S0- 0 moo s5 0-855, o v ' 0. N ti p. 5Q 2J, 8.O 5c ca a m m5(O 0' 0 Q 00 W O ciao m� p .G. g 0-g 3 a• m g 0- c02 0 -02,7,- ppg (O m c C 7 C £ _(p 3 p° +a m o 0 m`c D- a'Oa`^ 9j a m pP• ° 0-,,6 am H.Q< -a O n -g SQ mA cQ Q --m ° 6_� �. Q ., 34. 0f. c m = - g0- cs � cm ofmma $.23 00-o11 gm i !Hll o2 £m zoo ,p` ,m 00 Q•3°m o° '^5 a), , (D m co (D� .R a'. R. ma5 cD c 0ac p �j <5 aaa '6c D �- V/ j Dia 0 ° m ?m < ' Do Dp v£� H v� cpma (pY c. °• a' " o 73 $ o(8 °a m7 mO m z 7'D m ilP - 2 C3 v' \V o O a s Q p0 ?O m 7' m_ as R • m (D m m0 nc 0 • 7 .� < m 3m 0a Q- c m 7 a ma 5m r m • o °° m g o a 0 m� a m a� H� 3T O `� ma ea .g 5 m° g (D mm m m $° °� Z N C3� m Qom. IP' 0-J N O �O 3 z' \V G ^ N m 0 Builder: Job Information Riverside Homes PIN Job#: J160737 12276 San Jose Blvd., Ste 120 Q : 14 a ED File#: Jacksonville, FL 32233 'T1 iii (904)503-7055 ` Salesman:Scot Burney m Designer: Ashley Casey 0 Manning Buildift S i i 1?es PAGE 1 Job: Jackinville, FL 32256 jaxtruss@mbs-corp.com Borek Res Phone: (904) 268-82�T�d� :fie , , Q81 Report and Delivery Date rif , of Atlantic Beach, FL DATE 02101/17 1883 Atlantic Beach Dr Del. Date: / / Atlantic Beach, FL 32233Ls. Cover Sheet nommi -11111M1111111111=1111111 Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ' 7 8.00 0.00 A01 15-11-00 15-11-00 2 X 4 2 X 4 I ---._06-01-09 ® 1 8.00 0.00 A02 15-11-00 15-11-00 2 X 4 2 X 4 y-- -_- -_- 07-02-00 - ® 1 8.00 0.00 A03 15-00-00 15-00-00 2 X 4 2 X 4 08-06.00 41 1 8.00 0.00 A04 15-00-00 15-00-00 2 X 4 2 X 4 09-10-00 5 8.00 0.00 A05 15-00-00 15-00-00 ----- ® 1 0 2 X 4 2 X 4 -�- 10-09-14 ® 5 8.00 0.00 A06 14-11-08 14-11-08 2 X4 2 X 4 -__ 10-09-09 '<'A\Jil 1 8.00 0.00 B01 29-01-08 29-01-08 2 X4 2 X 8 00-04-04 05-05-14 "1/1\1/1 1 8.00 0.00 B02 29-01-08 . 29-01-08 2 X 4 2 X 4 00-04-04 �,-- 06-09-14 /11/V V 1 8.00 0.00 803 29-10-08 29-10-08 2 X 412 X 4 08-01-14 ® 1 8.00 0.00 B04 29-10-08 29-10.08 2 X 4 2 X 4 09-05-14 ® 1 8.00 0.00 B05 29-10-08 29-10-08 2 X 4 2 X 4 10-09-14 ATI 5 8.00 0.00 808 29-10-08 29-10-08 2 X 4 2 X 4 10-09.09 ® 2 8.00 0.00 907 29-05-08 29-05-08 2 X 4 2 X 4 10-09-09 7 8.00 0.00 CO102-07-15 02-07-15 2 X 4 2 X 4 02-07-03 ® 2 8.00 0.00 CO2 02-07-15 02-07-15 2 X 2 X4 01-09-09 ® 3 8.00 0.00 CO3 21-11-15 21-11-15 2 X4 2 X 4 - �- 08-04-03 ® 10 8.00 0.00 C04 22.07-00 22-07-00 2 X 4 2 X 4 08-04-03ANI - , TIN. 2 Ply 8.00 0.00 DO1 32-02-00 32-02-00 2 X 4 2 X 8 05-06-03 1 8.00 0.00 D02 32-02-00 32-02-00 2 X 4'2 X 6 -- - _ --�__ 06-10-03 1 8.00 0.00 D03 32-02-00 32-02-00 2 X 4 2 X 8 07-11-14 ® 1 8.00 0.00 D04 26-08-00 26-08-00 2 X 4 2 X 6 j 08-08-09 ® 5 8.00 0.00 D05 26-08-00 26-08-00 2 X 4`2 X 6T--- ___ ___ 04 09 - _ ® 4 8.00 0.00 D06 25-08-00 25-08-00 '2 X4 2 X409-04-09 09-04-09 - ® 1 8.00 0.00 D07 25-08-00 25-08-00 2 X 4 2 X 4 I 08-02-03 OFFICE COPY I .9i Job Information Builder: Riverside Homes Job#: J160737 12276 San Jose Blvd., Ste 120rI Jacksonville, FL 32233a ill File#: (904)503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 2 Job: _ Jacksonville, FL 32256 jaxtruss@mbs-corp.com Borek Res Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 02/01/17 1883 Atlantic Beach Dr Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP :• LEFT RIGHT LEFT RIGHT LEFT RIGHT ® 1 8.00 0.00 D08 25.0800 25-08-00 2 X 4 + 06-10-03 45:1ZIS: 1 8.00 0.00 009 25-08-00 25-08-00 2 X 4 i 05-06-03 ® 2 i 8.00 0.00 E01 18-06-00 18-06-00 2 X 4 `-_ 06-11-14 ® • 2Ply 1 8.00 0.00 E02 18-06-00 18-08-00 2 X 4 IE - 06-11-14 _ 1ENE i 2 Ply 0.00 0.00 FG01 15-00-00 15-00-00 _--` 01-08-00 1 1\TAri 3 Ply 8.00 0.00 FG02 29-07-00 29-07-00 Ira -- 10-09-09 1�1%I� 1 3 Ply 0.00, 0.00 FG09 06-07-09 06-07-09 -__ 01-08-00 ��r--��- 3Ply 0.00 0.00 FG04 08-10-10 08-10-10 2 X 4 Iffl--- 01-08-00 ® 2 . 8.00 0.00 G01 04-04-08 04-04-08 2 X 8 2 X 4 --- � 02-02-08 lel/ 6 6_00. 0.00 G02 04-04-08 04-04-08 y2 X 4 2 X 4 02-11-07 -__1 L 11 8.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 05-05-14 L I 1 8.00 0.00 J02 05-00-00 05-00-00 2 X 4 2 X 4 04-01-14 e 1 8.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-09-14 e/ 1 8.00 0.00 J04 01-00-00 01-00-00 El 2 X 4 I _ �_- 01-05-14 L 1 8.00 0.00 _ J05 05-00-07 05-00-07 2 X 4 2 X 4 00-04-04 04-02-03 e `1 8.00 0.00 J06 03-00-07 03-00-07 2 X 4 2 X 4 00-04-04 I 02-10-03 e1 8.00 0.00 J07 01-00-07 1 01-00-07 INIE - 00-04-04 -.01-06-03 1 ' 5.66 0.00 J08 09-10-01 09-10-01 2 X 4 2 X 4 00-01-10 05-05.08 -_ i - 1 5.66 0_O0. J09 09-07-11 09-07-11 2 X 4 2 X 4 00-05-04 _-� 05-04-06 _- / 17 I 8_00 0.001 J10 07-00-08 07-00-08 2 X 4 2 X 4 -- _---_ 05-08.03 _._. L 7 8.00 0.00' J11 05-00-08 05-00-08 2 X 4 2 X 4 - _-I04-02-03 9 8.00 0.00 J12 03-00-08 ' 03-00-08 2 X 4 2 X 4 02-10-03 e9 8.00 0.00 J13 01-00-08 01-00-08 2 X 4 2 X 4 01-06-03 Z 1 1 8.00 0.00 J14 06-00-08 06-00-08 2 X 4 -- --04-02-03 rBuilder: Job Information Riverside Homes Job#: J160737 12276 San Jose Blvd., Ste 120 118 11114111 Jacksonville, FL 32233 (904)503-7055 File#: Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Borek Res Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 02/01/17 1883 Atlantic Beach Dr - Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT /� PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ,! 1 8.00 0.00 J15 04-00-08 04-00-08 2 X 4 2 X 4 • 02-10-03 1 1 8.00 0.00 J16 02-00-08 1 02-00-08 2 X4 2 X 4 __- 01.08.03 LI< 4 5.86 0.00 _ J17 09-10-13 . 09-10-13 2 X 4 2 X 4 -_ In 00-00-08 05-05-14 1 5.86 0.00 J18 09-07-12 09-07-12 12 X 4 2 X 4 00-00-08 05-04-07 1 5.66 0.00 J190910_12 09-10-12 ir2_X 4 2 X 4 �" 00-00-06 ---_� 05-04-07 le 1 8.00 0.00 J21 04-01-08 04-01-08 12 X 4j 2 X 6 __ 03-06-14 _- • Z 1 8.00 0.00 J22 04-01-08 04-01-08 2 X 4 2 X 4 -_• 03-06-14 1 5.66 0.00 J23 05-06-04 05-06-04 ,2 X 4 2 X 4. 00-00-08 03-05-02 1 5.66 0.00 J24 05-09-04 05-09-04 F2 X 4 2 X 4 00-00-08 03.06-08 i 2 5.66 0.00 J25 09-07-12 09-07-12 2 X 412 X 4 00-00-06 05-04-07 -_ - 1 8.00 0.00 P01 14-02-11 14-02-11 2 X 4 2 X 4 - 01-02-13 1 8.001 0.00 P02 14-02-11 14-02-11 2 X 4 2 X 4 -- 02-06-13 ® 1 8.00 0.00 P03 14-02-11 14-02-11 2 X4 2 X 4 03-10-13 3 8.00 0 00 PO4 14-02-11 14-02-11 2 X4 2 X4 04-09-02 - ® 2 8.00 0.00 P05 14-02-11 14-02-11 '2 X 4 2 X 4 _ ___i_ - 04-09-02 FLOOR QTY DEPTH BASE 0/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 2 F01 14-11-04 14-11-04 E -_ - 01-08.00 ® 5 F02 14-07-12 14-07-121 E 3 ® 01-08-00 � 3 4 F03 17-07-04 17-07-04 iI��M�Ei 01-08.00 1 F04 10-08-05 10-08-05 E 3 �-I�NI.I 01-08 00 E 1 F05 10-08-05 10-08-05 - 01-08-00 ® 1 F06 14-08-o4 14-08-04 3 _ 04-04-12 -, 1\"./\1 �/�1'v 01-08-00 _ I - - 4 F07-- 1408-04 14-08-04 -- ------ --- Builder: Job Information Riverside Homes Job#: J160737 12276 San Jose Blvd., Ste 120tri ll Jacksonville, FL 32233 (904) 503-7055 File#: Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Borek Res Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 02/01/17 1883 Atlantic Beach Dr Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE 0/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT (RIGHT SIZE LOCATION r LEFT I RIGHT LE=T I RIGHT ® 01-0800 I 1 2 F08 13-08-04 13-08-04 r 71 I 01-08-00 _® 3 Fog 13-04-12 13-04-12 E 3 ^_—__,__. •■■• 1 01-08-000 05-03-00 05-03-00 E 3 - ------ -- 01-08-00 17.112111111M 2 F11 08-10-00 08-10-00 E. T _ -_ __ ---__, ® 01-08-00 3 F12 16-11-00 18.11-00 ® 01-08-00 —6 F13_ 18-00-08 18-00-08 -- _ 01-08-00 ® E 3 ' 4 Fl 18-00-08 18-00-08 ' ® 01-0&00 -. E 3 1 F14 18.04-00 - 18.04.00 11111111111111•111101-08-00 1 F15 10-00-15 10-00-15 c a — __ ,I-* / - 1 01-08-00 F16 05-03-01 05-03-01 _— ----- -- -`+��, 1 01F17 07-04-06 07-04-06 E 3 --- — ---- On OVA/ 1 01-08-00 E 1 F18 08-00-15 08-00-15 ,__`- 01-08-00 -- -- — - -- --- 1, F19 08-02-01 08-02-01 E 1'kVA'111141 1. 01 FF20 07-04-01 07-04-01 _—_-- uil i., 1 01 F21� 07-00-09 07-00-09 • .. f 01-08 00 1 F22 07-04-00 07-04-00' E 3 01-08-00 `� 3 F23 07-04-00 07-04-00 IC -- -- �+� 01-08-00 1 F24 01-08-08 01-08-08 E 1 i ITEMS QTY PLY1 ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 • SS-LMATL BM8-onCENTER®LVL 2.0E 1 3/4"x 20"- 10-00-00 — 1u. SS-LMATL BM9-onCENTER®LVL 2.OE 1 3/4"x 20"- 12-00-00 -- 11111111Hanger _~ --- HGUS28-3 --- ----- - --_— -- �� HHGU5.50 --- �--- Ha r er ____--- - --- HHUS48 --- _ — _ -—--- —_ —_ rBuilder: Job Information 1 IRiverside Homes Jo;eLan:J160737 12276 San Jose Blvd., Ste 120fri Jacksonville, FL 32233 (904)503-7055 Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 5 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com q Borek Res Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 02/01/17 1883 Atlantic Beach Dr Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: ITEMS IQTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 19 Hanger HTU26 29Hanger THA422 2 i 1 Hanger i THAC422 • Client: Riverside Homes Date:0 1/25/2017 Page 1 ora Project: Designer: Ashley Casey isDesign r• Address: Job Name: J160737 Project#: BM8 2.0E EverEdgeTM LVL 1.750" X 20.000" 2-Ply - PASSEOLevel:Level 3 2 — 1 -- --— '8" 1 SP 2 SP 9'6" �3 1/2" 9'6" Member Information Reactions lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const i Plies: 2 Design Method: ASD 1 171 1844 0 0 1249 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 4 1657 0 0 1164 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked i Importance: Normal rm Temperature: Temp<=100°F General Load Bearings ' Floor Uve: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SP 12.000" 13% 1844/1249 3094 L D+C 2-SP 7.938" 18% 1657/1164 2821 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4910 ft-lb 411" 65754 ft-lb 0.075(7%) D+C L • Unbraced 4910 ft-lb 411" 18050 ft-lb 0.272(27%)D+C L Shear 1437 lb 77 1/8" 16625 lb 0.086(9%) D+C L LL Defl inch 0.008 4'11 1116" 0.200(U480) 0.040(4%) C L r (U11532) TL Defl inch 0.020(L/4753) 4'11" 0.399(U240) 0.050(5%) D+C L l Design Notes I 1 Girders are designed to be supported on the bottom edge only. I 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top unbraced. 5 Bottom unbraced. 6 Lateral slenderness ratio based on single ply width. $ ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL i 2 Uniform Top 216 PLF 0 PLF 0 PLF 0 PLF 254 PLF D06-D08 3 Point 1-1-4 Top 68 lb 175 lb 0 lb 0 lb 0 lb F21 Self Weight 20 PLF 1 Notes chemical& 6.For eat rowpn s provide pope.draeg•to prevent Manufacturer Info CekJYed Structured oasigns n responwbte Doty pt the Handling 8 Installation poi'°a Weyerhaeuser sauce-ad erdego.cY of 6.s component bred oe Na 1.LVL beans must not be cut or dated Seattle,WA I design coterie and loednge shown. h s the 2 Refer to mrnA.w,r.r. pod.t nrorm.eon (888)453-8358 reepomibay of the customer and/or S.contractor to own*p natWmon reN•rn.nta nubFDty ensure the component abbeth ty of O. o tendod ri festeng deb&.beam strength values.and coda WWW'WOOdbywy'COm u app4eeon.and to v.rdy the drnerWone and look. approvals I Lumber 3.Damaged awns must not be used r ea 1.Dry service eondhson.,unless noted oN.rrris• a'Design assumes top edge hs laterally reee+ned bath he retardant ONTO.* pewee were;...port at bearing point.to avail 2.LVI.not to be treated w/ Iteral dhplaumem and rwabon Version 16.8.156 Powered by iStruct" e , e ,,,s,'"-----s., Client: Riverside Homes Date: 1/25/2017 Pape 2 of 2 1 Project: Designer: Ashley Casey isDesign - Address: Job Name: J160737 ...) Project#: BM9 2.0E EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSED Level:Level 2 33_41- 55_ 1 1'8" K 1==1 P 2S t� 10'3 1/4" �3 1/2" 10'3 1/4" Member Information Reactions lb(Uplift) I Type: Girder Application: Floor Brg Live Dead Snow Wnd Const l Plies: 2 Design Method: ASD 1 1574 8847 0 0 9298 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1434 1109 0 0 542 1 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings I Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-Sp 9.250" 99% 8847/9298 18145 L D+C l 2-SP 3.500" 37% 11091 1482 2591 Uniform D+0.75(L+C) Analysis Results p Analysis Actual Location Allowed Capacity Comb. Case Moment 9209 ft-Ib 1'3" 65754 ft-lb 0.140(14%)D+C L Unbraced 9209 ft-lb 1'3" 15461 ft-lb 0.596(60%) D+C L Shear 16567 lb 2'4 3/8" 16625 lb 0.997 D+C L (100%) I LL Defl inch 0.023(U4833) 4'9 1/4" 0.234(U480) 0.100(10%)0.75(L+C) Uniform TL Defl inch 0.043(L/2582) 47 13/16" 0.468(L/240) 0.090(9%) D+0.75(L+C)Uniform I Design Notes 1 Girders are designed to be supported on the bottom edge only. I 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top unbraced. 5 Bottom unbraced. 6 Lateral slendemess ratio based on single ply width. . ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const.1.25 Comments 1 Tie-1n 0-0-0 to 10-3-4 (Span) Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F02 14-7-12 2 Part.Uniform 0-0-0 to 1-10-13 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Point 0-0-0 Top 511 lb 0 lb 0 lb 0 lb 600 lb J21 4 Point 0-3-11 Top 481b OIb Olb Olb 571b J12 5 Point 1-3-0 Near Face 7822 lb O Ib 0 lb O lb 9183Ib FG02 Self Weight 20 PLF 1 Notes thenec*Is P.F.flat roofs Volde proper...eq.to Venom Manufacturer Info Calculated etn, ed. s responsible only of n. Handling&Installation pending arnsums Weyerhaeuser etnica.r adequacy of des component based on the t.LVL beans must not be ad a dialed Seattle,WA design an.na and loadnes Moen. It • n. 2.Refer to . et.otrer'e product Information (888)453-8358 respon.ibaty of the cu.tonsr endo,e,e contract«to regarding 5Wletin requirements. mulbcdy WDOO con eneae Ole component .uesbarty of the intended rewrite demi*.been+seen.vetoes.end cod. bey' .pgneoon.and to verify the dm.rwne end louts. epprovaN Lumber 3.Darneped Beams oast not b.used I I.pee..rv0e cnaan.,utter noted atoms. 5.DWp, '"°s top edea s laterally restrained a vanewe S.protide lateral support no twine p0e0.to,void 2.LVL not to be treated win ere retardant labral dnpscannt nd 0.1.000 Version 16.8.156 Powered by iStruct.' LIZIELO