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1829 ATLANTIC BEACH DR - TRUSSES Lou Pontigo & Associates, Inc. Consulting Structural Engineers F,! ,II rJ Y _ErN , EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 0 REJECTED - SEE REMARKS 0 REVISE & RESUBMIT Review is for the iimitea purpose of checking for conformance bwtth the design concept and the Information e%ptessed In the contract documents. No approval Is implied for the accuracy or completeness of details, quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the Contractor.The Contractor is responsible for dimensions to o�be confirmed and correlated at the site. Review of a specific em shall not include a review of the entire assembly of which the item is a component. Review of re-submission will cover only designated changes on the submittal and other changes clearly i Identified by the CQntracto�• 1-BY:(// /JI Date: • 1 . IP !! F t‘p?1 ,1. BCS .. v ,„,„ 794140 ,0,24). �_ ,.6061 ++4s s6r++ +ww BUILDING COMPONENT SUPPLY, INC. g g } 4627 JP HALL BLVD. SUITE 206 $ 8 17 a S �p S S 14 3 Z 3 GREEN COVE SPRINGS. FL 32043 n .n t :te t --t-=TI 4 N I } 1 ' Jr., Mall t ❑: 904.297.9390 W W W w 3 W w 3 3 s 3 g W w w , m� I-- �� F: 904.529. 1 406 a e != 111sir- BEARING HEIGHTS ri a in-To 171' • 12V'TO120' y„ •• - STEP III TR'EAV .- ' e �TI TRAY 11 .. r - / __ 24000 I Ell- 1 1 /81I r E.113 X4040 t t1.. T21 L\ 13 200-00 2.0T2S02.00.03e T22 2 Fi0/ I !_.-.f__..._L_._... ,. '•� G I- /a" 24100 TTe 10000 - -EM10coon* - T2 -- \hh�jj '4 EP. $ 1.10-00 �' -.� \.j - `.: T1. xa _ g g -. #o 20' - 711 STORY 2.0040 Ta • -. TWO . 1 ' ; . ; . ;-K 9 - I .; .1 -1 - d.• . T20 . "�.0 OPBOTO - - V 9n _ ABOVE ��,.....JJII 2440 1...,.0,4)°'4 24040FOOt lr - __-- - I IIF \ 4'. ._ 1 2460 •• • ROt 3ill i • ----_-... • 2-0000 FO0 i i .E!�i I' 20040 17CEILINO -- 0002 r uss.• ,8 20000 8 .: 8 8 $$ $ 8 .,. 8 $.. $$ rowx ODt dl06 � 8 ' " - 14)1.4' TOO $ 8 8 $ 7. $ 7. $ 8 ''A 24040 '4040 20000F0� aa►o/ rafT0^ x THIS IS A TRUSS PLACEMENT Il 240 P: '24040 2 cm " —_- I FOlf FTa •-•, . DIAGRAM ONLY. 3 N 46661 ISI u u u ,. u r u u ,. nor, 1.1,00 20000 ��, -_ , F :_b _, These trusses are designed as MP 24..0 24040 individual building components to be +'a040 '-0040 _ -' FIT i �� 240400' incorporated into the building design at . '=4040 li FIST, d. 24424440� - a0 ..TOT the specification of the building '14042 F6. >, 2-0000 '-0040 designer. See individual design sheets I IM "^ 2 t tam F06 +1m for each truss design identified on the =4040 FF.: ,4140 placement drawing. The building 2.0000 V' '�� _ -- i- R;;•• designer is responsible for temporary :4�4' o CEILING "`" 0 40 E�' "`5° I' 1.1040 and permanent bracing of the roof and a ____ 14140 floor system and for the overall ' TO4 1.0000 24040 I-MAW 002 structure. The design of the truss I , 24100 i To+ .. 14400 24040 F01 _ ; , ` 1440 support structure including headers, 34040 TOO 141-00 beams, walls, and columns is the 24040 - - , F02 .1 1 7440 rAA 044 24100 FFF T„ :;.- responsibility of the building designer. '24040 - F0, F„ J03 " : For general guidance regarding ',4;-00 L 24040 F'2 F„ ,;, bracing, consult"Bracing of Wood — - - TOT Trusses" available from the Truss Plate �� Institute, 583 D'Onifrio Drive; Madison, I – "`°° WI 53179. 63-0100 . 0t403 $ ATTENTION. - ,6. 0 „•0Refer to truss layout and engineering documents that arrive with delivered Products -.TnussConnector List RoofTCannedorList field trusses. Auct PNB Nst Qty of Product Qty Manuf Product Qty ' Unless noted otherwise, all beams are 314'x 18'VERSXLA34602.03100 SP 4 4 USP JUS24 7 USP JUS24 .314•x18'VERSA-UIM®2.03100SP 2 2 USP THD26-2 4 USP THD28 18by others. USP THD46 18 USP THD26.2 2 I USP THDH26-3 2 REVISION DATE CHECKED BY 00/00/1 5 CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL CATALINA ELEVATION SHINGLE DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 4 07/1 9/20 1 6 II I II O • REF # SCALE : 3/ 1 6 = 1 O 10521 ci, " '448 11* 1fts ' )4, KIM I 2 I 61 MOO 1 I I I 4111-1- 1 1 j__111.00 I 4.02.11 9411.00 --.. I 1 P':' 1 h 1 i I 1 „ „ 1 1 „ „ , ., -.. 1 ir.., E I143 i„,__ ! I 1 0 00 I 1--1 a 4 1 , l i a mon NI , .... 1 I I milli mall Cb5 ' 1 1 1 1 4' / ./ ' / -i ' / . / t iii I IIM::., e• r. , p nin i EJ65 CAS EA& 1 E.I65 [ I i' 1 i 11 V CE.UNG , i . : I I 01 \ - - 1 AlMik _ musge LAS .• , 1 . le LIN I ' 1 (47 - E.MIS I 1 Yi..j I 1 I I ....-- _4_ _ ... .I_._ __ 1 4 - r _ I .r. 1._.....,, 8 .,.. 3 7. 8 +LAI g g g g 7.00 0, ••• n n n 111141411 414840 MUD P FI302 22-11-011 T F1301 6-05430 1- i SECOND FLOOR LAYOUT SCALE: 3/ 1 6" = 110" rsiumir F! E ropy RE: 10521T0 - Catalina Site Information: Customer Info: Toll Brothers Project Name: Catalina Model: Lot/Block: 046 Subdivision: Atlantic Beach Address: 1829 Atlantic Beach Dr City: N/A State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T9161013 HJ23 7/29/16102 T9161070 T41 7/29/16 46 T9161014 HJ37 7/29/16103 T9161071 T42 7/29/16 47 T9161015 HJ65 7/29/16104 T9161072 T43 7/29/16 48 T9161016 HJ67 7/29/16105 T9161073 T44 7/29/16 49 T9161017 J01 7/29/16106 T9161074 T45 7/29/16 50 T9161018 J03 7/29/16107 T9161075 T46 7/29/16 51 T9161019 J11 7/29/16108 T9161076 T47 7/29/16 52 T9161020 J21 7/29/16109 T9161077 T48 7/29/16 53 T9161021 J31 7/29/16110 T9161078 T49 7/29/16 54 T9161022 J33 7/29/16111 T9161079 T50 7/29/16 55 T9161023 J35 7/29/16112 T9161080 T51 7/29/16 56 T9161024 J61 7/29/16113 T9161081 T52 7/29/16 57 T9161025 J62 7/29/16114 T9161082 T53 7/29/16 58 T9161026 J63 7/29/16115 T9161083 T54 7/29/16 59 T9161027 J64 7/29/16116 T9161084 T55 7/29/16 60 T9161028 J65 7/29/16117 T9161085 T56 7/29/16 61 T9161029 T01 7/29/16118 T9161086 T57 7/29/16 62 T9161030 TO1A 7/29/16119 T9161087 T58 7/29/16 63 T9161031 T02 7/29/16120 T9161088 T59 7/29/16 64 T9161032 T03 7/29/16121 T9161089 T60 7/29/16 65 T9161033 T04 7/29/16122 T9161090 T61 7/29/16 66 T9161034 T05 7/29/16123 T9161091 T62 7/29/16 67 T9161035 T06 7/29/16124 T9161092 T63 7/29/16 68 T9161036 T07 7/29/16125 T9161093 T64 7/29/16 69 T9161037 T08 7/29/16126 T9161094 T65 7/29/16 70 T9161038 T09 7/29/16127 T9161095 T66 7/29/16 71 T9161039 T10 7/29/16128 T9161096 T67 7/29/16 72 T9161040 T11 7/29/16129 T9161097 T68 7/29/16 73 T9161041 T12 7/29/16130 T9161098 T69 7/29/16 74 T9161042 T13 7/29/16131 T9161099 T70 7/29/16 75 T9161043 T14 7/29/16132 T9161100 T71 7/29/16 76 T9161044 T15 7/29/16133 T9161101 T72 7/29/16 77 T9161045 T16 7/29/16134 T9161102 T73 7/29/16 78 T9161046 T17 7/29/16135 T9161103 T74 7/29/16 79 T9161047 T18 7/29/16136 T9161104 T75 7/29/16 80 T9161048 T19 7/29/16137 T9161105 T76 7/29/16 81 T9161049 T20 7/29/16138 T9161106 T77 7/29/16 82 T9161050 T21 7/29/16139 T9161107 T78 7/29/16 83 T9161051 T22 7/29/16140 T9161108 T79 7/29/16 84 T9161052 T23 7/29/16141 T9161109 T80 7/29/16 85 T9161053 T24 7/29/16142 T9161110 T81 7/29/16 86 T9161054 T25 7/29/16143 T9161111 T82 7/29/16 87 T9161055 T26 7/29/16144 T9161112 T83 7/29/16 88 T9161056 T27 7/29/16145 T9161113 T84 7/29/16 89 T9161057 T28 7/29/16146 T9161114 T85 7/29/16 90 T9161058 T29 7/29/16147 19161115 T86 7/29/16 91 T9161059 T30 7/29/16148 T9161116 T87 7/29/16 92 19161060 T31 7/29/16 93 T91.61061 T32 7/29/16 94 T91.610.62 T33 7/29/16 95 T9161063 T34 7/29/16 96 T9161064 T35 7/29/16 97 T9161065 T36 7/29/16 1 98 T9161066 T37 7/29/16 99 T9161067 T38 7/29/16 100 T9161068 T39 7/29/16 101 T9161069 T40 7/29/16 2of2 0 Job Truss Truss Type !Qty Ply ' Catalina T9160969 10521 TO EJ04 JACK-OPEN 12 1 Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:11 2016 Page 1 I D:YrVMpzVObwPLHyMtszXOYQywwHd-d4RDTi2j1_aLhD6GFIdPKz9iG8DjA_nnJgFgzSytDro 4-0-0 1-4-0 I 4-0-0 I Scale=1:10.5 3 3.00112 9 8 2 i T rn 1 rn d 1 4 3x4= I 4-0-0 i 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) I/defl LA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 REACTIONS. (lb/size) 3=99/Mechanical,2=251/0-5-8,4=45/Mechanical Max Horz 2=47(LC 8) Max Uplift 3=-33(LC 8),2=-74(LC 8) Max Gray 3=99(LC 1),2=251(LC 1),4=71(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25t1;B=45ft;L=241h eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1.8-0,Interior(1)1-8-0 to 3-11-4 zone;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 tit 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)3,2. A WARN/NO•Verily design panmefors and READ NOTES ON THIS AND INCLUDED MlIEK REFERANCE PAGE Md-7473 rov.10103110/b BEFORE USE. Design valki for use only with MiTekc9 connectors.This design Is based only upon parameters shown,and is for cm k,dMdual building corn{,them.not a truss system.Before use,the briding designer must verily the applicability of design parameters and properly hcopxxato this design Into IIx,overall MiTek' briding design. Bracing Indicated k to prevent buckling of i ndNktuat truss web and/orm chord members only. Additional te {xray cnct txxmcxrent bracing is always required for stability and to prevent collapse with possible personal WY and Property damage. tor general guidance rettarWsl the Parke EBlvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Quality Criteria,DS8-89 and6804aEast SCSI Building Component Tampa.04PrkFL East Safety IMormatI on avdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type 1 Qty Ply 1, Catalina 1 T9160970 10521 TO EJ 11 (JACK-OPEN 2 1 Job Reference(optional' Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Fri Jul 29 11:00:11 2016 Page 1 I D:YrVM pzV ObwP LHy MfszXOYQywwHd-d4R DTi2j I_alhD6G F I d PKz9i o8 F U A_nnJq FgzSytDro I -1-4-0 I 1-0-0 I 1-4-0 1.0-0 Scale=1:9.5 3 , 010 6.00 ,2 2 i lig 1 — 4 5 3x8 II 1.0.0 I 1-0-0 I Plate Offsets(X,Y)-- (5:0-4-4,0-1-8) LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:6 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=200/0-5-8,3=-33/Mechanical,4=-11/Mechanical Max Horz 5=44(LC 12) Max Uplift 5=-77(LC 12),3=33(LC 1),4=-11(LC 1) Max Gray 5=200(LC 1),3=17(LC 12),4=9(LC 3) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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)5,3,4. r ' Ili. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rw.1ON9/2015 BEFORE USE. Design valid for use only with MITek 8,connectors.This design Is based only upon rxmarneters shown,and Is tor an indlvldual bWtling component.not a truss system.Before use,the building designer must verity the appticablity of design parameters and property incorporate this design into the overall MiTek, building design. Bracing k dcated Is to prevent buckling of Indkf vual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent cottapse with possible personal loftily and property damage. For general g.lde nce regarding the 04 East Bbd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualy on Criteria,OSB-89 and BCSI Building Compen69 t 1 Tampa.04 ParkeFL E0 Safely Information avdlable horn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Catalina 19160971 10521 TO EJ 13 JACK-OPEN 3I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:12 2016 Page 1 I D:YrVMpzVObwPLHyMfsz.XOYQywwHd-5G?bg23L3HiCJNhTpS8etAiu7XbNvR1 xYU?NVuytDrn 2-7-8 I -1-4-0 I 2.7-8 I 1-4-0 Scale=1:13.6 4 �� 1 6.00 12 10 4x5 i 3 c. O N 2 , d, a 1/ f litA 5 3x811.11 ,..41111111 2-7-8 II 2-7-8 Plate Offsets(X,Y)-- [2:0-2-4,0-1-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a Weight:14 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 4=55/Mechanical,2=203/0-5-8,5=27/Mechanical Max Horz 2=66(LC 12) Max Uplift 4=-23(LC 12),2=-49(LC 12) Max Gray 4=55(LC 1),2=203(LC 1),5=42(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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=4tl;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-6-12 zone;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 100 lb uplift at joint(s)4,2. 1i WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M TEK REFERANCE PAGE Mlt-7473 rev.1GVY1016 BEFORE USE. 1111 valid for only with MtlekS connectors.this design Is based only upon parameters shown,and Is for an Indlvkl al building component.not Design a trsrss system.Before use,the bulking designer insist verity the appxlcabllty of design parameters a d prof incorporate this design into the overall MiTek' txdlding design. Brachg indicated k on to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always regrlred for stability and to prevent collapse with possible personal hluy and properly damage. For general gridance regarding the Blvd.Pl fabrication.storage,delivery,erection and bracing of musses and truss systems seeANSl/1PI l QuaNty Criteria.DSB-89 and SCSI Bullring6904East Component Tampa.04 Parke 33610 Safety Information available troth Truss ate Institute,21814.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss I Truss Type Oty Ply Catalina T9160972 10521 TO EJ 14 JACK-OPEN 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:12 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-5G?bg23L3HiCJNhTpSBetAiueXa7vR1 xYU?NVuytDrn 2-7-8 2-7-8 Scale=1:13.6 3 '- 6.00 FIT 4x5 2 1 ' o N II 11 4 3x8 I I 2-7-8 I 2-7-8 Plate Offsets(X,Y)-- 11:0-2-12,0-1-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:12 lb FT=20% LUMBER- BRACING- TOP 1 CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=103/0-5-8,3=67/Mechanical,4=35/Mechanical Max Horz 1=37(LC 12) Max Uplift 3=-28(LC 12) Max Gray 1=103(LC 1),3=67(LC 1),4=45(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=5.0psf;BCDL=5.0psf;h=251h B=45ft;L=24f1;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 20.0psf 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 100 lb uplift at joint(s)3. 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MH-7173 rev.1�OY20f6 BEFORE USE. I ' Design valid for use only with Mlrek�connectors.this design is bated only upon parameters shown,and is for an lridMdual building component,not a truss system.Before use,the braking designer must verify the applicablity of design paameters and properly incorporate this design Into the overall MiTek" brYding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary artd permanent tracing is always requited for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the Pae East Blvd. fabrication,storage.delivery,erection and bracing of inures and truss systems.seeANSI/TPI I Quality CAterta,DSB-89 and BCSI Building6904 Parke Component 6904 P.rk East 0 Safety Information available from luras Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Job Truss Truss Type l City Ply Catalina T9160973 10521 TO EJ23 JACK-OPEN 3 1 Job Reference(motional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:13 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-ZTZ_u03zgbg3xXONAftO0E2ixwZeuH4n8kx1 LytDrm -1-4-0 3-0-0 I 1-4.0 3-0-0 Scale=1:14.6 4 _ ri - 6.00[12 12 5x6 i 3 CI' Y m N 1 1111111110 1 ,!- U. ri =' 5 ►A 4x10 II 0.6.4I 3-0-0 0-6-4 2-5-12 Plate Offsets(X,Y)-- 12:0-3-8,Edgel --- -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 5-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 IVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:17 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 4=41/Mechanical,2=262/0-3-8,5=12/Mechanical Max Horz 2=71(LC 12) Max Uplift 4=-24(LC 12),2=94(LC 12),5=-16(LC 9) Max Gray 4=41(LC 1),2=262(LC 1),5=37(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=5.Opsf;BCDL=5.Opsf;h=25tt;B=45fh L=2411 eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11.4 zone;cantilever left exposed;porch 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 20.0psf 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 100 lb uplift at joint(s)4,2,5. • • a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ma Design valid for use only with Mllek9 connectors.This design 6 based only upon parameters shown,and Is for an kxilvkirtal holding component.not a truss system.Before tee.the twtdng designer must verity the appllcabllty of design parameters and properly Incorporate this design Into the overall L MiTek' bulking design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Adctttonal temporary and d permanent bracing As always required for stability and to prevent collapse with possible personal WY and property damage. For general guldatce regaling the East Blvd. krbr calk>n.storage.delivery.erection and bracing of misses and truss systems.seeANSI/TPI 6904 Parke I Quality Criteria.DSB-89 and SCSI Building Component Tampa,04 Et 0 Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. -.. Job I Truss Truss Type Oty Ply Catalina T9160974 10521T0 EJ37 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:13 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-ZTZ_u03zgbg3xXGfNAftOOEtgxkueuH4n8kx1 LytDrm I -1-4-0 , 7-0-0 1-4-0 7-0-0 Scale=1:38.8 3 6.00 12 i 7 6 3x4 i rn 1 2 v c' rah I 6co • 5 4 8x14 M18SHS= I 7-0-0 { 7-0-0 Plate Offsets(X,Y)-- 12:0.1-12,0-1-81,15:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.22 4-5 >363 240 • MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.28 4-5 >288 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.56 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:33 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.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-7 oc bracing. REACTIONS. (lb/size) 5=370/0-5-8,3=180/Mechanical,4=82/Mechanical Max Horz 5=198(LC 12) Max Uplift 3=-103(LC 12),4=17(LC 12) Max Gray 5=370(LC 1),3=180(LC 1),4=130(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-316/160 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=2411;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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 tit between the bottom chord and any other members. 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)4 except(jt=lb) 3=103. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. le. Design valki for use only with MliekN connectors.Mils design is based only upon parameters shown,and Is for an individual building component.nol a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing kndicated k buddtv to prevent ding of In klud truss web and/or chord members only.Additional temporary and permanent bracing B always required for stability and to prevent collapse with ixnsble personal Inkry and properly damage. For general guidance regarding the Easr Blvd. fabrication,storage.delivery.erection and bracing of trusses and Inns systems.see.ANSI/IMI Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke 33610as Safely Informatton available from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria_VA 22314. ___ Job Truss -Truss Type Qty Ply Catalina 791609751 10521 TO EJ39 Jack-Closed 5 1 Job Reference(optional) I Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:14 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-1 f6M5k4bbvyWZhrrxtA6ybn4?LAI NJhE0oUUanytDrl -1-4-0 , 4-2-0 9-1-8 1-4-0 4-2-0 i 4-11-8 l 4 Scale=1:33.3 i 6.00 12 4x5 i g 3 2x4 11 geg 2 0 161.1 n lig. 6 ft 7 3x5= 5 3x4= 9-1-8 9-1-8 Plate Offsets(X,Y)-- (7:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 6-7 >505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.54 6-7 >198 180 BCLL 0.0 * Rep Stress Ina YES WB 0.18 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=123/Mechanical,5=227/Mechanical,7=453/0-5-8 Max Horz 7=183(LC 12) Max Uplift 4=-52(LC 12),5=-33(LC 12),7=-43(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-254/10 WEBS 3-6=-289/229 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-0-12 zone;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. 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)4,5,7. 0 WARNING•Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek$connectors.This design B based only upon parameters shown,and Is for an individual building component.not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall binding design. Bracing indicated Is to prevent buckling of lndMdual truss web and/or chord members only.Acldtkxral temporary and permanent bracing MiTek• Is always rogrlked for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the Et Blvd.storage.delNery,erection and bracing of trusses and truss systems.seo6904as Component ANSI/lPlt Quality Criteria,OSB-89 and BCSI Building Compont Tampa.ParkeFEast 0 Safety information avalable from Truss Plate institute.218 N.Lee Street,Suite 312,Nexandrkt,VA 22314. Job Truss Truss Type lay I Ply Catalina T9160976 ,1052110 EJ40 'Jack-Closed 4 1 Job Reference(optionatL_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:14 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-1 f6M5k4bbvywZhrrxtA6ybn5DL4ONDmE0oU UanytDrl -1-4-0 r 2-5-8 9-1-8 I 1.4.0 ' 2-5-8 6-8-0 4 Scale=1:33.3 tit , 6.00 FT 11 rn Ln 4 3x5% �' J1 3 10 0 3x4 2 �I, El - f c! I1 {J� 6 6 'MI 3x4= ►_� 8 9 3x4= 2x4 1 I 25-8 i 918 2-5-8 6-8-0 Plate Offsets(X,Y)-- 12:0-1-8,0-1-81,13:0-1-4,0.1-8],17:0-2-0,0.1.8] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.27 6-7 >404 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.56 Horz(TL) 0.03 5 rVa n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS Weight:48 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' except end verticals. 3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=453/0-5-8,4=161/Mechanical,5=188/Mechanical Max Horz 9=183(LC 12) Max Uplift 9=-43(LC 12),4=-69(LC 12),5.16(LC 12) Max Gray 9=453(LC 1),4=161(LC 1),5=210(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-457/141,2-3=-387/52 BOT CHORD 6-7=-375/617 WEBS 2-8=-60/417,3-6=-631/383 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4.0 to 1-8-0,Interior(1)1-8.0 to 9-0-12 zone;end vertical left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i will fit between the bottom chord and any other members. I 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)9,4,5. 1 A WARNING-Verify dasIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6611.7473 rev.101032015 BEFORE USE. iiii Design valid for use only wtltl Mitek0 connectors.This design Is based only upon parameters shown,and is for an Individual rodding component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and proporly incorporate this design Into the overall biding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal i nkiy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bullding Component 6904 Parka East Blvd. Safety Information amiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply Catalina ! T9160977 10521T0 EJ41 Jack-Closed 6 1 ! 1 _ _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:15 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-VrgkJ35DMC4nAgO2UaiLVpKJUIRO6j8NESD 16DytDrk I -1-4-0 . 3-4-8 9.1-8 I 1-4-0 3-4-8 5-9-0 4 Scale=1:33.3 ijl • 6.00 I12 11 3x5' u' In 3 oar 411/P 3x4 2 �� til I/ IIIIIIMOOMS! f1'35= 3x4— 9 3x4= 2x4 :1 3-4-8 9-1-8 3-4-8 I 5-9-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,13:0-1-0,0-1-8],[7:0-2.4,0-1-81,[8:0-1-12,0-1-8] 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 0.42 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.17 6-7 >636 180 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 5 nta n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:48 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* except end verticals. 3-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=453/0-5-8,4=140/Mechanical,5.209/Mechanical Max Horz 9=161(LC 12) Max Uplift 9=-45(LC 12),4=-60(LC 12),5=-23(LC 12) Max Gray 9=453(LC 1),4=140(LC 1),5=217(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-439/140,2-3=-397/27 BOT CHORD 6-7=-274/489 WEBS 2-8=-22/357,3-6=-515/289 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4.0 to 1-8-0,Interior(1)1-8-0 to 9-0-12 zone;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 100 lb uplift at joint(s)9,4,5. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE M67473 rev.1EV3/m1 l5 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is tar as kr Mduci txrtding component,not a truss system.Before use.the building designer must verity the applicability of design puramoters and prot-reriy hc:orproate this design Into the overall i IIIIII building design. Bracing Indicated Is to prevent buckling of Indlvklual truss web and/or chord rnembels only. Additional temporary and permanent bracing I MiTek. is always required for stability and to prevent collapse with possible personal runty and properly damage. I or general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.soeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6004 Parke East Blvd. Safely information available Irons Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. I Tempa,FL 33610 Job Truss Truss Type Oty IPly Catalina T9160978 ,10521T0 EJ42 1Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:15 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-VrgkJ35DMC4nAgO2UaiLVpKIjIYW6n1 NESD16DytDrk -1-4-0 9-1-8 1-4-0 I 9-1-8 Scale=1:35.9 2x4 II 4 r 6.00 12 2x4 II 9 3 4 8 3x5 II 2 1 1 7 6 10 52x4 II 3x4 I 2x4 I Plate Offsets(X,Y)-- [2:0-2-8,0-1-41,[7:0-2-0,0.0.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 iVert(TL) 0.02 1 Nr 120 BCLL 0.0 ' Rep Stress'nor YES WB 0.11 Horz(TL) 0.00 5 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=268/9-1-8,5=112/9-1.8,6=416/9-1-8 Max Horz 7=182(LC 12) Max Uplift 5=-15(LC 12),6=-123(LC 12) Max Gray 7=268(LC 1),5=157(LC 17),6=453(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ' TOP CHORD 2-3=-252/93 WEBS 3-6=-305/376 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psi;BCDL=5.0psi;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4.0 to 1-8-0,Exterior(2)1-8-0 to 8-11-12 zone;end vertical left 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)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 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 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide iwill fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 6=123. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND 9NCLUDED MITEK REFERANCE PAGE*49.7473 rev.1(1433/1015 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 tuns system.Before the,the balking designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of fndiAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent colapse with possible personal Injury and property damage. tot general guidance reg:xdng the I fabrication,storage.delivery,erection and bracing of trusses and tiuss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component j 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 1-Truss Truss Type Qty Ply Catalina T9160979 10521T0 EJ54 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:16 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-_2E6WP6s7WCeo_?E21Da10sY29wPrFHWT6zbefytDrj -1-4-0 4-0-0 1-4-0 4-0-0 Scale=1:19.0 3 1 6.00 FIT 7 3x4 a, a eLr ab 2 N 6 ', llimmiummoirmin II ►. ►. 5 3x4=4 2x4 II 4-0-0 I l 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. ` DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:22 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=258/0-5-8,3=96/Mechanical,4=39/Mechanical Max Horz 5=109(LC 12) Max Uplift 5=-40(LC 12),3=-37(LC 12),4=-6(LC 12) Max Gray 5=258(LC 1),3=96(LC 1),4=77(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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45fh L=24f1;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-11-4 zone;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. 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)5,3,4. I A WARNING-Verify design pararnetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1 7473 rev.10/03/2015 BEFORE USE. lilDesign valid for use only with Mlleke connectors.this design k based only upon parameters shown,and Is for an tndMdual building component.not . a truss system.Before use,the building designer must verity the appllcabllry of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with I oss Ae personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/IPI1 QuaBIy Criteria.DSB-89 and SCSI Building Component 6904 Parke East Btvd. 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 i Catalina T9160980 10521T0 EJ55 Jack-Open 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:16 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-2E6W P6s7WCeo_?E210a10sUb9verFOWT6zbefytDrj -1-6-6 4-6-4 1-6-6 4-6-4 Scale=1:18.8 3 11,J1 5.23(12 6 c`: 3x4 II 2 �� 4 11112411101..5 3x4 II i 4-6-4 4.6-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=293/0-5-14,3=109/Mechanical,4=44/Mechanical Max Horz 5=108(LC 12) Max Uplift 5=-55(LC 12),3.48(LC 12) Max Gray 5=293(LC 1),3=109(LC 1),4=80(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-251/322 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6.6 to 2-8-9,Exterior(2)2-8-9 to 4-5-8 zone;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. 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)5,3. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mile&connectors.This design k based only upon parameters shown.and is for an individual Guiding component,not a truss system.Before use,the building designer must verily the applicabllty of design parameters and properly Incorporate this design Into the overall briding design. ltacYng Indicated k to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbte personal I>Iray and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSP/lPl l Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Sudety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9160981 10521 TO EJ56 Jack-Open 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:17 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-SEoUkl6UugKNO8ZOc?kpaEPhzYG8aiGgimi6A6ytDri -1-4-0 3-4-8 1-4.0 I $-4-S 1 J Scale=1:16.3 6 3 I,� d 5.43[12 3x4 11 2 rn " g a CO N V"' 1 II II 11 4 5 2x4 I 3-4-8 3-4-8 Plate Offsets(X,Y)-- 15:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 3 Na Na BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS I Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=236/0-5-8,3=76/Mechanical,4=30/Mechanical Max Horz 5=91(LC 12) Max Uplift 5=-46(LC 12),3=-36(LC 12) Max Gray 5=236(LC 1),3=76(LC 1),4=58(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-203/265 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 2-10-15,Exterior(2)2-10-15 to 3-3-12 zone;end vertical lett 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 100 lb uplift at joint(s)5,3. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. 1111—. Design valid for use only with MilekS connectors.This design B based only upon parameters shown.and is for an individual building component,not a truss system.Before use.rho building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall txNdng design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is dways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IdxkalkxL storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Slice 312.Alexandria.VA 22314. Tama.FL 33610 Job Truss Truss Type Oty Ply I Catalina T9160982 10521T0 EJ57 Jack-Open 1 1 Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:17 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYOywwHd-SEoU kl6UugKVQ8ZQc?kpaE PhiYliaiGgimi8A6ytDri 1.6-6 1-2-5 1-6-6 1-2-5 Scale=1:11.6 3 5.23 riy 3x4 1 1 � �/ 4 2x4 II 1-2-5 1-2-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Verl(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=223/0-5-14,3=-33/Mechanical,4=-7/Mechanical Max Horz 5=67(LC 12) Max Uplift 5=-62(LC 12),3=-33(LC 1),4=11(LC 12) Max Gray 5=223(LC 1),3=13(LC 8),4=14(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-196/290 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45th L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;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.Opsi 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)5,3,4. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rw.1aV3/2015 BEFORE USE. mll Design valid for use only with MITeki connectors.lints design Is based only upon parameters shown,and is for on individual building component.not a truss system.Before use,the bulking designer must verity the applIcabllty of design parameters and properly incorporate this design Into the ovcxcxl building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Wilily',and properly damage. For gernxa guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI BuidIng 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 1 Catalina T9160983 10521T0 EJ58 Jack-Open 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:18 2016 Page 1 ' ID:YrVMpzVObwPLHyMiszXOYQywwHd-wQMtx576f7SM 1 lecAjF27RxpzyakJ9W pwQSijYytDrh I 4-6-4 4-6-4 Scale=1:18.8 j 2 5.23 Fri 11 a m d 2x4 11 `k 1 rn ar III 3 10.Al 4 3x4- 46-4 l l 4-6-1 LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 2 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=173/0-5-14,2=121/Mechanical,3=52/Mechanical Max Horz 4=76(LC 12) Max Uplift 2=-52(LC 12) Max Gray 4=173(LC 1),2=121(LC 1),3=83(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;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. 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)2. 1 iim. a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10493/2015 BEFORE USE. I Design valid for use only with MITeke 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 appllcoblity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling of Indlvkdual truss web and/or chord members only. Additional temporary and permanent bracing M ilek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ktxlcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS9-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. i. Tampa,FL 33610 ;Job Truss Truss Type Qty Ply Catalina 791609841 10521T0 EJ59 Jack-Open 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:19 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-OdwF8R8kQRaDfSjpjQmHff U 1 QMyx2cmz94BFF_ytDrg 3-4-8 3-4-8 Scale=1:16.3 2 5.43[12 2x4 II 3 4 3x4 II 3-4.8 3.4.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=127/0-5-8,2=89/Mechanical,3.38/Mechanical Max Horz 4=41(LC 12) Max Uplift 2=-40(LC 12) Max Gray 4=127(LC 1),2=89(LC 1),3=61(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=5.0psf;BCDL=5.Opst h=25ft;B=45ft;L=241t;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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 100 lb uplift at joint(s)2. I � A WARNING-Verily design paramafera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with Mileka connectors.This design is based only upon parameters shown.and Is for an IrrdMdual building component-not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated I5 to prevent budding of Individual truss web and/or chord members only. Addtkmal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal trrluay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tr ss systems,seeANSI/IPI1 Quality Criteria,DS8-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.Fl,33610 Job Truss Truss Type Qty :Ply Catalina 1 T9160985 10521T0 EJ65 Jack-Open 15 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:19 2016 Page 1 I D:YrVM pzVO bwP L HyMfszXOYQywwHd-OdwF8R8kORa Df Sj pjQmHfUOrM wb2cmz94BFF_ytDrg I 5.0.0 5-0-0 Scale=1:17.0 2 6.00 R-2- 7 co _ d N N 1 }] (\� 3 2x4'_ 5-0-0 ' 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.08 3-6 >707 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=198/0-5-8,2=130/Mechanical,3=67/Mechanical Max Horz 1=71(LC 12) Max Uplift 1=-3(LC 12),2=-50(LC 12) Max Gray 1=198(LC 1),2=130(LC 1),3=92(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;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)1,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10N3/20tS BEFORE USE. Design valid for use only with Mitek:)connectors.This design Is based only upon parameters shown,and is for an ktdivtdual building component,not a truss system.Before tee,the building designer must verity the applicability of design parameters and properly ncortxxale this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Ack%Ikx al temporary and permanent bracing MiTek" is always required for stabiity and to prevent collapse with posrte personal injury and property damage. For general guidance regarding the Parke East Blvd. from fabrication,storage,delivery,erection and tracing of trusses and truss systems.sooANSI/TPI1 Quality Criteria,DSB-89 and BCS!Building Component 690469 P.Parke F33610ast Safety Information available n Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. i Job Truss Truss Type ;Qty Ply Catalina 19160986 ' 1052110 EJ67 Jack-Open '2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:20 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-spUdMn9MBIi4Hcl?H8H W Cs162mBjn206OkxonRytDrt -1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:23.1 3 tI 6.00 Fr b_ 9 8 2 t i � t 3x4= 4 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 4-7 >813 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.30 4-7 >279 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:24 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. (Ib/size) 3=181/Mechanical,2=365/0-5-8,4=89/Mechanical Max Horz 2=129(LC 12) Max Uplift 3=-69(LC 12),2=-55(LC 12) Max Gray 3=181(LC 1),2=365(LC 1),4=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=5.Opsh BCDL=5.Opsf;h=25ft;B=4511;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1.8-0 to 6-11-4 zone;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)3,2. A WARNING-Ven1y design paranaters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MIleke connectors.ibis design is bused only upon parameters shown.and Is for as irdlvkdual building component,not a truss system.Before use,the twltdng designer must verify the applicuiAlty of design parameters and properly Incorporate tints design Into the overdl buldlVng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcuce regarding the 6904 Parke East Bid. idtalcatkxn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP1I Quality Criteria.DS8-89 and SCSI Building Component Safely Information available koro Truss Plate Institute.218 N.Lee Street.Suite 312,Mexardrlo,VA 22314. Tampa,FL 33610 Illi 5 Job Truss Truss Type Qty Ply Catalina 19160987 10521 TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:20 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-spUdMn9MBIi4Hcl?H8HWCs1 FDmJxn2S6OkxonRytDrl Scale=1:41.7 3x6= 3x6 FP= 3x6= 1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 4 Y 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 I 3x4= 3x6 FP= 3x4= 3x41 23.4.12 1.6.12 , 2-10-12 i 4-2-12 I 5-6-12 , 6-10-12 i 8-2-12 . 9-6-12 10-10.12 i 12.2.12 1 13-6-12 114.10.12 116.2.12 1 17-6-12 118.10-12 120-2-12 i 21-6.12 i 22.10.12, 24.11.8 1-6-12 ' 14-0 1-4-0 1.4.0 ' 1-4.0 1-4-0 ' 1-4.0 14.0 14-0 1.4.0 14-0 1.4-0 1.4-0 1-4-0 1.4-0 1.4-0 14-0 0.646 1.6.12 Plate Offsets(X,Y)-- 123:0-1-8,Edge),141:0-1-8,Edge1,(42:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 BOLL 0.0 Rep Stress;nor YES WB 0.04 Horz(TL) -0.00 22 n/a n/a o •115Ib FT 11%E Weight: , BCDL 5.0 Code FBC2014/iP12007 Matrix-S 9 LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10.0.0 oc bracing:41-42,22-23. REACTIONS. All bearings 24-11-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,42,41,23,40,39,38,37,36,35,34,33,32,31,29, 28,27,26,25,24 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. �� Design vdld for use only with MllekB. connectors.Itis design Is based only upon parameters shown.and is for an Individual al building component,not a truss system.Before use,the txlklnit designer must verify the applIcabllty of design pxiameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNkfual truss web and/or chord members only. Additional to mixxay and permanent tracing Milek Is dways tegrired for stabetty and to prevent coNapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.soeANSI/1PI1 Quality Criteria,DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Rale Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Oty Ply ;Catalina T9160988 10521 TO F02 FLOOR6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:21 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-K?1?Z7A.x2gxultBrrolk4ZEVARwWJrFdOgMJtytDre 0-1-8 F1-3-0� I-1.2.0 i_1-3- $_ I Scale=1:41.8 4x6= 1.5x3= 3x6= 3x6 FP= 1.5x3 II 4x6= 8x10= 1.5x3 II 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4. v3D ~' N'1`• / `�/ !, N / � / / N • e e � 1 t 6 • m _ • • r_4 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 1.5x3 I I 3x6 FP_ 4x6= 4x6= 4x6= 20-6-4 20-p-8 24-11-8 20-6-4 0.6.4 4-5-0 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[6:0-1-8,Edge],[16:0-1-8,Edge],[17:0-1-8,Edgel,[19:0-2.0,Edge),[23:0-1-8,Edgel,[27:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 ' Vert(LL) -0.34 24-25 >727 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 ' Vert(TL) -0.52 24-25 >468 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 I Horz(TL) 0.07 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S I Weight-132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-14:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 21-29:2x4 SP SS(flat) 6-0-0 oc bracing:18-19,16-17 WEBS 2x4 SP No.3(tlat) 2-2-0 oc bracing:17-18. REACTIONS. (lb/size) 15.-165/Mechanical,29=1032/0-5-2,18=1844/0-3-8 Max Uplift 15=-334(LC 3) Max Gray 15=124(LC 4),29=1036(LC 10),18=1844(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29=-1030/0,14-15=-91/432,1-2=-1059/0,2-3=-2634/0,3-4=-3616/0,4-6=-4025/0, 6-7=-3983/0,7-8=-3983/0,8-9=-3084/0,9.10=-1792/0,11-12=-4/650,12-13=-4/650, 13-14=-4/650 BOT CHORD 27-28=0/1996,26-27=0/3244,25-26=0/3971,24-25=0/3983,23-24=0/3983,22-23=0/3606, 20-22=0/2570,19-20=0/981,18-19=-1466/0,17-18=-1466/0,16-17=-650/4 WEBS 11-18=-1959/0,1-28=0/1367,11-19=0/1670,2-28=-1304/0,10-19=-1531/0,2-27=0/887, 10-20=0/1139,3-27=-848/0,9-20=-1092/0,3-26=0/518,9-22=0/723,4-26=-494/0, 8-22=-736/0,4-25=-125/290,8-23=0/747,6-25=-307/335,6-24=-264/70,7-23=-276/0, 14-16=-849/6,11-17=0/1189,12-17=447/0,13-16=-69/278 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint 15. 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. ) I 0 WARNING-Verify deliyn param•Nes and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE 615-7473 rev.1CV03/2016 BEFORE USE. Design valid for use only with MilekS connectors.BsIs design Is based oNy upon parameters shown,and is for an indivkkral building component.nod a truss system.Before use,the building designer must verity the uppltcabIlly of design parameters and properly incorporate this design into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' is always required for stabilty and to prevent collapse with possible personal k>lury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qudiy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312-Alexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty Ply Catalina I T9160989 10521T0 F03 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:22 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-oBbNnTAciMyoW VSOPZK_HH6OHZoLFIpPr2QvsJytDrd 0-1-8 1-1-1--I I 1.8-7 I 129 10981 Scale=1:41.8 4x6= 1.5x3= 3x6 FP= 1.5x3 11 4x6= 4x6= 6x8= 6x8= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 STNIFFIrt .?"41 Q29 yVIIIIPP/eNNWP ' 9 „00/ ./ NZAILN / \ /Ain' •;.•�"•"•" 8 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 II 4x6= 3x6 FP= 4x6= 5x6 - 6x8-- Sx6 =- 21-9-11 21.8.3 22.6.8 21.0.15 21i�-7 1 •5•QI 24.11-8 { 21- 0-15 0-'I-8 7• 2-5-0 0-5-13 0-1-8 0-1-8 Plate Offsets(Xy)-- [1:Edge,0-1-81,[6:0-1-8,Edge],[9:0-1-8,Edge],[11:0-3 0,Edgel,[12:0-3-4,Edge],[17:0-3-0,Edge),[18:0-2-12,Edge],[21:0-1-8,Edgel,[22:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.35 23-24 >726 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.54 23-24 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.05 17 Na n/a BCDL 5.0 Code FBC2014/TPI2007 1 Matrix-S Weight:134 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(Ilat)`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-13:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(1lat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 20-28:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 28=969/0-5-8,16=-2006/1-8-9,17=3749/1-8-9 Max Uplift 16=-2308(LC 3) Max Gray 28=971(LC 3),17=3864(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-965/0,1-2=-985/0,2-3=-2427/0,3-4=-3276/0,4-6=-3547/0,6-7=-3341/0, 7-8=-3341/0,8-9=-2053/0,9-10=-524/0,10-11=0/1671,11-12=0/2990 BOT CHORD 26-27=0/1857,25-26=0/2966,24-25=0/3577,23-24=0/3341,22-23=0/3341,21-22=0/2724, 19-21=0/1429,18-19=-456/0,17-18=-2990/0 WEBS 11-17=-1415/0,12-16=0/2233,1-27=0/1272,11-18=0/1756,2-27=-1212/0, 10-18=-1690/0,2-26=0/793,10-19=0/1329,3-26=-750/0,9-19=-1259/0,3-25=0/431, 9-21=0/870,4-25=-419/0,8-21=-937/0,8-22=0/991,6-24=-179/477,6-23=-335/4, 7-22=-395/0,12-17=-3696/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise Indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2308 lb uplift at joint 16. 4)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearing 16.Building designer must provide for uplift reactions indicated. I 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 rev.10113/2015 BEFORE USE. Design valid lot use only with Mitele9 connectors.this design Is based only upon Parameters shown.and is for an IndMdual building component.nt.not . a truss system.Before use,the building designer must verify the applicablity of design parameters and properly kx:orp orate this design into the overall buldIng design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Bbd. fabrication,storage,delivery.erection and bracing of trusses and Miss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9160990 10521 TO F04 FLOOR 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fn Jul 29 11:00:23 2016 Page 1 ID:YrV MpzVObwPLHyMfszXOYOywwHd-G091_oBFTg4e831 ayGrDgVfZAz7z_EbY4i9TOmytDrc 0-1-8 p-7-8 H 1-3 0 I 1-9-11—_i I 1-11-9 I Scale=1:40.9 Truss is not designed to support concentrated loads at its cantilevered end(s). 4x6= 1.54= 3x6 FP= 4x6= 6x8- 1.54 II 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 a 10 11 12 13 14 • • l\-id • 1 _5,..q91 _ ..- - `` ' g z\/ V — N_/ice+ / g 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4$= 1.5x3 I 2x4 1 4x6= 4x6= 3x6 FP= 21-7-12 21-6-4 24-4-12 I— _ 19-3-11 I 21.1.1521-x-11122-10-121 24-2-4 20.11]8 19-3-11 -1-10-5 0412 1-3-0 1-3-8 0.24.8 0-3-9 0-6-12 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],16:0-1-8,Edgel,17:0-1-8,Edge],110:0-2-12,Edgel,f17:0-1.8,Edge1,118:0-1-8,Edge],[24:0-1-8,0-0-01,128:0-1-12,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.35 25-26 >661 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.54 25-26 >425 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.07 19 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:132 lb FT_20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 21-30:2x4 SP SS(flat) 2-2-0 oc bracing:24-25 WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:19-20,18-19,17-18. REACTIONS. (lb/size) 30=1003/0-5-8,19=1547/0-4-15,16=162/0-4-15 Max Uplift 16=-35(LC 5) Max Gray 30=1007(LC 14),19=1549(LC 13),16=285(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-1002/0,1-2=-1027/0,2-3=-2544/0,3-4=-3468/0,4-6=-3822/0,6-7=-3680/0, 7-8=-3281/0,8-9=-2151/0,9-10.476/0,10-11=-152/296,11-12=-152/296, 12-13=-152/296 BOT CHORD 28-29=0/1936,27-28=0/3122,26-27=0/3802,25-26=0/3680,24-25=0/3680,23-24=0/3680, 22-23=0/2799,20-22=0/1465,19-20.771/0,18-19=771/0,17-18=-296/152 WEBS 1-29=0/1325,2-29=-1264/0,2-28=0/846,3.28=-804/0,3-27=0/480,4-27.466/0, 6-26=-239/426,6-25=-369/34,10-20=0/1499,9-20=-1383/0,9-22=0/967,8-22=-915/0, 8-23=0/733,7-23=-985/0,7-24=-17/575,13-17=-387/198,10-18=0/784,11-18.323/0, 10-19=-1619/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 16. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MU-7473 rev.1GT3/2015 BEFORE USE. I , Designvdtd for use only with MITek®connectors.Isis design Is based only upon parameters shown.and Is for an Individual building component,not ' a hrrss system.Before use,the bulking designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Wry and property damage. For general guidance regarding the fatscafkm.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Qualify Criteria,058.89 and BCSI Butding Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ',Job Truss Truss Type rOry Ply Catalina • T9160991 10521 TO F05 FLOOR 1 1 1 _-_IJob Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:24 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-Iaj8C8CtEzCVIDcmWzMSMiBk1 NVajiyiJMvOwCytDrb 0.1.8 F I _1-3-0 1-3i 1-3 `- 8 7- 1.9.10 i 1 I----- -1 Scale=1:41.8 4x6= 1.5x3 II 1.5x3= 3x6 FP= 4x6= 6x8= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 130 N /N/�. /� .��/ N../ . \ /. .S44 I� 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 II 4x6= 4x6= 1.54 Il 1.54 II 3x6 FP= 20.11.8 20-10-0 ____ 17-4-1S 17r6.6 20.6.11 2017- 24-11-8 I 17-4-15 04-7 3-0-5 0.0.1 4-0-0 0-2-9 0-1-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[6:0-1-8,Edgel,[9:0-1-12,Edge1,[11:0-1-8,Edge],[12:0-1-8,Edge1,[22:0-1-12,Edgel,[23:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.24 24-25 >869 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.37 24-25 >564 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 ; Horz(TL) 0.05 19 rlla n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:131 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals. 21-29:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=886/0-5-8,14=247/Mechanical,19=1579/0-5.14 Max Uplift 14=-38(LC 3) Max Gray 29=900(LC 10),14=351(LC 4),19=1582(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-895/0,13-14=-351/28,1-2=-906/0,2-3=-2202/0,3-4=-2906/0,4-6=-3035/0, 6-7=-2769/0,7-8=-2769/0,8-9=-1768/0,9-10=-301/44,10-11=-86/620,11-12=-457/280, 12-13=-263/79 BOT CHORD 27-28=0/1704,26-27=0/2669,25-26=0/3133,24-25=0/2769,23-24=0/2769,22-23=0/2411, 20-22=0/1188,19-20=-1060/0,18-19=-1060/0,17-18=-280/457,16-17=-280/457, 15-16=-280/457 WEBS 1-28=0/1168,2-28=-1111/0,2-27=0/692,3-27=-650/0,3-26=0/329,4-26=-315/0, 4-25=-252/113,6-25=-55/524,6-24=-348/0,10-20=0/1352,9-20=-1246/0,9-22=0/851, 8-22=-948/0,8-23=0/895,7-23=-459/0,13-15=-105/351,10-18=0/608,12-15=-264/274, 11-18=-764/0,11-17=0/250,10-19=-1535/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 14. 1 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. A WARNING-Verify(Joslyn pararnsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10/032015 BEFORE USE. • Design valid for use only with wokeconnectors.this design is based only upon Ixxometers shown.and Is for an kdMdual building component,notMil a truss system.Before use,the bolding designer must verify the applicabllty of design parameters and property ktcorporakr this design Into the overall building g design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• 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.seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tarrpa.Ft.33610 Job Truss Truss Type Qty Ply Catalina I T9160992 10521 TO F06 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:25 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-DmHW PUDV?HKMNNBz4hthvwk06nxbSGwrXOeZSeylDra 0-1-8 H I 1.3.0 I 1-11-0 I Scale=1:14.4 3x6_ 3x6= 1 3x4= 2 3 3x4= 4 • • • • • 11 /I 1 1.5 o 1 93x4= 83x4 II 7 6 4 5 1.5x3 II 3x4= 3x4 I I 3-10-12 41-0y3 4-9-8 5-0-81 7-9-8 3-10-12 1• 0-9-4 0-3-0 2-9.0 Plate Offsets(X,Y)-- 13:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.05 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 rVa Ma BCDL 5.0 Code FBC2014/TPI2007 Matrix-S • Weight:44 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=409/0-3-8,5=415/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-403/0,4-5=-408/0,1-2_336/0,2-3=-646/0,3-4=-337/0 BOT CHORD 8-9=0/646,7-8=0/646,6-7=0/646 WEBS 1-9=0/428,2-9=-414/0,4-6=0/449,3-6=-421/0 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. 4)CAUTION,Do not erect truss backwards. I lt 0 WARNING-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MSTEK REFERANCE PAGE MIS-7073 rev.10103/2015 BEFORE USE. Design valid for use only with Miteke connectors.This design Is based only upon parameters shown.and Is for m Individual txitdktg component not a truss system.Before use,the building designer must verify the appllcebStty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individualtruss web and/or chord members only. Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with ixssbie personal Ir*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems.seeANSI/TPII Qualify Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.tee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job i Truss Truss Type Qty Ply I Catalina T9160993 I 10521 TO F07 Floor 12 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:26 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-hzrudgD7mbSD?XI9e0OwR7H31A8CBdN?mg0774ytDrZ 0-1-8 H I 1.3.0 1-8-8 i 0-1r8 Scale=1:29.5 4x6= 4x6= 1.5x3= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 • • • 110111r/11\ /4119x zei• • , 9- 21 _/ N,x 22 4 / X ,/ X • x fi1' 19 18 17 16 15 14 13 12 ii � 4x6= 3x8 MT2OHS FP= 1.5x3 I i 1.5x3 I 4x6= 17-5-8I { 17-5-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,16:0-1-8,Edge1,17:0-1-8,Edge1,(9:0-1-8,Edge1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.30 14-15 >698 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.92 Vert(TL) -0.46 14-15 >447 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 10 rVa n/a BCDL 5.0 ! Code FBC2014/TP12007 Matrix-S Weight:90 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.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 10-17:2x4 SP SS(flat) 2-2-0 oc bracing:13-14. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 20=940/0-5-8,10=940/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-935/0,9-10=-942/0,1-2.951/0,2-3=-2330/0,3-5=-3115/0,5-6=-3328/0, 6-7=-3068/0,7-8=-2324/0,8-9=-952/0 BOT CHORD 18-19=0/1791,16-18=0/2837,15-16=0/3387,14-15=0/3068,13-14=0/3068,12-13=0/3068, 11-12=0/1766 WEBS 1-19=0/1227,2-19=-1168/0,2-18=0/749,3-18=-705/0,3-16=0/387,5-16=-379/0, 6-15=-127/521,6-14=-408/0,9-11=0/1228,8-11.1132/0,8-12=0/776,7-12=-1053/0, 7-13=0/437 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ) A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. lilt Design void for use only with MiTek&connectors.This design Is based only upon pxaometers shown,and Is for an k dMdual bulling component,not a truss system.Before use,the building designer must verily the appilc biity of design parameters and properly Incorporate this design into the overall brlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Inµay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty 'Ply Catalina ------------------ T9160994 10521 TO F08 Floor 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:26 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-hzrudgD7mbSD?XI9eOOwR7H9YA7yBf R?mgO7?4y1DrZ 0-1-8 H F —1-3.0 — I 1-11-0 I 0-1-8 Scale=1:23.6 4x6= 4x6= 1.5x3= 1.5x3= 1 2 3 4 5 6 7 16 I \ • , . . .r, .N e • • • / 17 I' ' e 14 13 12 11 10 9 A& 4x6= 3x6= 1.5x3 I: 4x6= 6-7-8 7.7-12l 14-0-8 6-7-8 1-0-4 6-4-12 Plate Offsets(X,Y)-- 11:Edge,0-1-8],15:0-1-8,Edge],17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.24 12-13 >699 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.04 8 rJa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) 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.3(tlat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15=752/0-5-8,8=752/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-745/0,7-8=-749/0,1-2=-736/0,2-3=-1734/0,3-4=-2117/0,4-5=-2117/0,5-6=-1729/0,6-7=-738/0 BOT CHORD 13-14-0/1386,12-13=0/2035,11-12=0/2117,10-11=0/2117,9-10=0/1376 WEBS 7-9=0/950,6-9=-888/0,6-10=0/500,5-10=-615/0,1-14=0/949,2-14=-904/0,2-13=0/483,3-13=-419/0, 3-12=-99/376 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7477 rev.10/032015 BEFORE USE. la Design valid for use only with MilekS connectors.This design is based only upon rxxomelers shown,and is for an in dMNdual bidding 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 biding design. Bracing Indicated Is to prevent budding of Individual Buss web and/or chord members only.Adaltionat temporary and permanent bracing MiTek" Is always requked for stability and to prevent collapse with possible personal Injury and property damage. for general guWance regarding the fabrication,storage,dellvory,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sally Information available from truss Plate Institute.218 N.Lee Street.Suite 312,AJexan dda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply `Catalina T9160995 10521T0 F09 GABLE 1 1 Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:27 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-99PGgAEIXub4cgKLB6v9_LpSZaiZwDC8?K7gXXytDrY 0{116 0/48 Scale=1:16.9 1 3x4— 2 3 4 5 6 7 8 9 0 • L U L 19 — o .�� — - - e --------to —_.----------te-� a -------__._..�. --- — 16 17 16 15 14 13 12 11 10 3x4= 3x4- 3x4- 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-4-0 1-6-12 I 1-4-0 i 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-4-0 0-9-4 Plate Offsets(X,Y)-- 117:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) rVa - rVa 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 1Horz(TL) 0.00 10 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:50 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10-4-0. (lb)- 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 1.5x3 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. Q WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/201S BEFORE USE Nit Design valid for use only with MITekS1 connectors.this design is used 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 parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Miiek• 5 always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSt/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Inform:Mon available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9160996 10521TO F10 Floor 1 1 Job Reference(op_Gonal]___ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:27 2016 Page 1 I D:YrV MpzV ObwP LHy MfszXOYQywwHd-99PGgA EIXub4cgKLB6v9_LpM?ad5wBg8?K7gX)(y1 DrY 0-1-8 H I 1-3-0 — i 1-7.0 I "h1 f' Scale=1:13.7 1 2 3 4 v 11 1iks,,, 2 SS 1.5 4111.53 = o 7 II •. _/ I 1 11111h6.. 110._41A 9 8 7 6 1.5x3 I 1.5x3 II 1-6-0 5-10-0 7-4-0 1-6-0 { 4-4-0 { 1-6-0 Plate Offsets(X,Y)-- f2:0-1-8,Edgel,[3:0-1-8,Edge],[4:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(Ilat) 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.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=383/0-5-0,5=383/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-378/0,4-5=-378/0,1-2=-309/0,2-3=-582/0,3-4=-309/0 BOT CHORD 8-9=0/582,7-8=0/582,6-7=0/582 WEBS 4-6=0/393,1-9=0/393,3-6=-371/0,2-9=-371/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. 1 mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekD connectors.This design Is based only upon parameters shown,and is for an InWvdual building component.not a truss syslern.Before use,the building designer must verify the applicabltty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pos±rie personal InWy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Com Truss Plate institute.218 N.Lee Street Suite 312,Alexandda,VA 22314. Tampa.FL 33610 Job �Truss Truss Type Qty Ply Catalina 79160997 ' 1052110 F11 FLOOR 8 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:28 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-dLze1 W FNICjxEgvXipOOWYMT1_gQnWtHE_tD3zytDrX 0-1-8 -F_____I I 1-7-8 I Scale=1:31.1 4x6= 1.5x3= 3x6 FP= 1.5x3 II 4x6= 1 2 3 4 5 6 7 8 9 10 c 22 -2,, N / .N. /. ,, \N, / 9 .4 /A-& . 20 19 18 17 16 15 14 13 12 11 4x6= 1.5x3 II 3x6 FP= 4x6= 18-7-8 18-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,12:0-1-12,Edgel,15:0-1-8,Edgel,f9:0-1-12,Edge],114:0-1-12,Edge),116:0-1-8,Edge],119:0-1-12,Edge] ( LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 1 Vert(LL) -0.28 15-16 >784 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 I Vert(TL) -0.44 15-16 >497 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 1 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/1P12007 Matrix-S I Weight:97 lb 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' except end verticals. 13-21:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 11=1011/Mechanical,21=1004/0-5-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-999/0,10-11=-1005/0,1-2=-1023/0,2-3=-2536/0,3-5=-3446/0,5-6=-3800/0, 6-7=-3800/0,7-8=-3452/0,8-9=-2535/0,9-10=-1022/0 BOT CHORD 19-20=0/1928,18-19=0/3114,17-18=0/3800,16-17=0/3800,15-16=0/3746,14-15=0/3120, 12-14=0/1929 WEBS 10-12=0/1361,1-20=0/1320,9-12=-1261/0,2-20=-1259/0,9-14=0/844,2-19=0/846, 8-14=-813/0,3-19=-803/0,8-15-0/463,3-18=0/537,7-15=-408/0,5-18=-671/0, 7-16=-238/448 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1083/2015 BEFORE USE. Design valid for use only with Muer&connectors.This design Is bused only upon parameters shown,and Is for an txllvldual holding comment,not , a truss system.Before use,the balding designer must verify the appticabiity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stablity and to prevent collapse with possibk;personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 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.AlexatdrIa,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina 19160998 10521T0 F12 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:28 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-dLze1 W FNICjxEgvXIpQOW YMdC_2ofgOHEAD3zytDrX Scale:1/2'=1' 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 e 0 o 4 0 4 0 0 0 4 e 0 v s '0 • 0 0 0 0 a o o 0 24 23 22 21 20 19 18 17 16 15 14 13 3x411 3x4- 3x4 !I 1.6.12I 2-10-12 I 4-2-12 I 5-6-12 I 6-10-12 I 8-2-12 9-6-12 l 10-10-12 12-2-12 13.6.12 14-7-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0-4 Plate Offsets(X,Y)-- 123:0-1-8,Edgel,124:Edge,0-1-81 _ LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - ria 999 BCLL 0.0 Rep Stress Ina YES I WB 0.04 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 ! Matrix-S Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MR-7473 rev.10N320f5 BEFORE USE. la Design valid for use only with MI IelsB connectors.This design Is bored only upon parameters shown,and Is for an kndlvldual buld ng component-not a truss system.Before use,the building designer must verify the opplIcabIIty of design parameters and property Incorporate this design Into the overall balking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always regaled to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. labilcatlort storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available Irom Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9160999 10521 TO F13 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:29 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-5YW 1 FsG?3Vros_UkJXyd3mvj4OG5O2wRSecncPytDrW 1-3.0I 1-10-8 .l Scale=1:24.7 1.5x3 I i 1.5x3 I I 3x6= 1 — 2 3 4 5 6 7 8 1N pWAN Wei r ,-IIII v •/' X./ • -/r. A -xs ee 1. , . .< 15 14 13 12 11 10 9 7-6-8 8-5-8 15-1-8 7-6-8 0.11.0 i 6-8-0 l Plate Offsets(X,Y)-- (12:0-1.8,Edge),113:0-1-8,Edgej,116:Edge,0-1-8j LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.09 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.14 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 9 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:79 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.3(ilat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 16=545/0-5-8,9=545/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-541/0,8-9=-541/0,1-2=-537/0,2-3=-1277/0,3-4=-1658/0,4-5=-1658/0,5-6=-1658/0,6-7=-1277/0, 7-8=-537/0 BOT CHORD 14-15=0/1011,13-14=0/1525,12-13=0/1658,11-12=0/1525,10-11=0/1011 WEBS 1-15=0/715,2-15=-660/0,2-14-0/370,3-14=-345/0,3-13=-10/338,8-10=0/715,7-10=-660/0,7-11=0/370, 6-11=-345/0,6-12=-10/338 NOTES- , 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. ita4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIWEI(REFERANCE PAGE MR-7473 rev.1OM32015 BEFORE USE. Design valid for use only with MileistS connectors.This design is bused only upon pcsarneters shown,and Is for an individual building component,not a trss system.Before use-the building designer must verify the aprlicabllfy of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabltiy and to prevent collapse with possible personal Iniury and property damage. For general guidance rearming the labricatlon,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IPI l Quality Criteria,DSB-69 and BCSI Building Compon.nI 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 Catalina T9161000 1052110 FG01 Flat Girder 3 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:30 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-Zk4PSCHegpzfT83wtETsczRmMoY77Toahl MK8sytDrV 2-8-8 5-3-4 7-10-0 10-6-8 2-8-8 2-6-12 2-6-12 2-8-8 Scale=1:17.6 5x6__ 2x4 I I 4x10= 2x4 I 5x6= 2 11 3 12 4 13 5 • • o 0 qs— � • o -••• - • - • 0 10 5 3x5 ! 5x12= 2x4 II 5x12= 6 3x5 I I 2-8-8 5-3-4 7-10-0 10-6-8 2-8-8 l 2-6-12 2-6-12 2-8-8 Plate Offsets(X,Y)-- 16:0-2-12,0-1-81,(10:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.08 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.15 8 >823 240 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 6 Na n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.04 8 >999 240 Weight:188 lb FT.20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,5-7:2x6 SP No.2 REACTIONS. (lb/size) 10=2494/Mechanical,6=5517/0-7-12 Max Uplift 6=-498(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2434/559,1-2=-5929/1383,2-3=-5929/1383,3-4=-7477/1847,4-5=-7477/1847, 5.6=-5404/1447 BOT CHORD 8-9=-2265/9321,7-8=-2265/9321,6-7.169/626 WEBS 1-9=-1430/6106,2-9=-817/178,3-9=-3622/975,3-7=-1969/480,4-7=-1905/504, 5-7=-1791/7314 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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 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=101 mph;TCDL=5.Opsf;BCDL=3.Opsh h=25ft;B=45fh L=24ft;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-4-12 zone;C-C for members and forces&MWFRS for reactions shown;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 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Ops1 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 498 lb uplift at joint 6. 9)Load case(s)1,2,3,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2372 lb down and 710 lb up at 5-1-8,and 3525 lb down and 1055 lb up at 9-8-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)Special hanger(s)or other connection device(s)shall be provided starting at 0-3-4 from the left end to 10-4-12 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on nage 2 V WARNING-V•d/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mli-7473 rev.10/93/2015 BEFORE USE. . Design valid lot use only with MITekb.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 applicablity of design parameters and properly incorporate this design Into the overall building Mpermanent ding design. Bracing Indicated Is to prevent buckling of lnddual truss web and/or chord members only. Additional temporary and bracing MiTek' is always required for stability and to prevent collapse with possible personal triply and property damage. For general guidance.regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/1PI l Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute.218 N.Lee Street.Stile 312.Alexandria.VA 21314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161000 10521T0 FG01 Flat Girder 1 3 Job Reference(optional) - ------- ------------ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:30 2016 Page 2 I D:YrVMpzVObwPLHyMfszXOYQywwHd-Zk4PSC HegpzfT83wtETsczRmMoY77ToahlMK8sytDrV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-196,6-10=-10 Concentrated Loads(Ib) Vert:3=-2372 13=-3525 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-176,6-10=-10 Concentrated Loads(Ib) Vert:3=-1941 13=-2884 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:1-5=-116,6-10=-30 Concentrated Loads(Ib) Vert:3=-1078 13=-1602 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-69,6-10=-6 Concentrated Loads(Ib) Vert:3=468 13=696 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-69,6-10=-6 Concentrated Loads(Ib) Vert:3=468 13=696 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-117,6-10=-10 Concentrated Loads(Ib) Vert:3=-761 13=-1131 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-117,6-10=-10 Concentrated Loads(Ib) Vert:3=-761 13=-1131 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-77,6-10=-6 Concentrated Loads(Ib) Vert:3=277 13=412 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-88,6-10=-6 Concentrated Loads(Ib) Vert:3=50 13=74 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-117,6-10.10 Concentrated Loads(Ib) Vert:3=-761 13=-1131 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-117,6-10=-10 Concentrated Loads(Ib) Vert:3=-761 13.1131 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-5=-116,6-10.10 Concentrated Loads(lb) Vert:3=-647 13=-961 17)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:1-5=-177,6.10=-10 Concentrated Loads(Ib) Vert:3=-2026 13_3011 18)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:1-5=-177,6.10=-10 Concentrated Loads(Ib) Vert:3=-2026 13=-3011 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-177,6-10=-10 Concentrated Loads(Ib) Vert:3=-2026 13=-3011 Continued on Dane 3 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1003/2015 BEFORE USE. Deslgr valid for use only with lviilek&connectors.This design is based only upon parameters shown.and Is los 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 bxgdhg design. &acing indicated Is to prevent buckling of it dMdual taus web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal inkay and property damage. For general guldco:e regarding the fabrication storage,delivery,erection and bracing of trusses 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.Atexandila,VA 22314. Tampa.FL 33610 Job Truss Truss Type City Ply Catalina T9161000 10521 TO FG01 Flat Girder 1 3 Job Referencejoptional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:30 2016 Page 3 I D:YrVMpzVObwPLHyMfszXOYQywwHd-Zk4PSCHegpzfT83wlETsczRmMoY77ToahIMK8sytDrV LOAD CASE(S) Standard 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-177,6-10=-10 Concentrated Loads(Ib) Vert:3=-2026 13=-3011 / l V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with MilekS%connectors.Iris design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for slebllty and to prevent collapse with passble personal Injury and properly damage. for general guidance regarding the farlcatkxn,storage.delivery,erection and bracing of trusses and buss systems,seeANSI/TPI I Cushy Criteria.DS11-89 and SCSI 8ullding Component 6904 Parke East Blvd. Safely Information avclable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandta,VA 22314. Tampa.FL 33610 Job (Truss TTruss Type Qty Ply Catalina 19161001 10521T0 ;FG02 Flat Girder 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 2911:00:31 2016 Page 1 ID:YrV MpzVObwPLHyMfszXOYOywwHd-1 wengYHGb75W 51e60y_58B_xCBtJsrOkwy5uglytDrU 1-9-12 4-6-9 7-1-10 9-8-10 12-3-11 15-0-8 1-9-12 2-8-13 2-7-1 2-7-1 2-7-1 2-8-13 Scale=1:26.2 4x10 2x4 II 4x5= 4x6= 4x10 14x5= 2 15 3 4x6 4 5 6 16 7 ...... .------ ---------------------- ------_-----_ . -------:--------------..-----7-----;11'--------r.----------1----- ----------f. _..- ---------- . �� nn nn nnl nn nr° nn rnn-�- nn mm11 mIll fl i. 14 17 18 19 12 20 21 i1 22 23 10 24 25 9 4x10= 26 3x8 '',I 13 4x10= 6x6= 8 4x5 NAILED JUS24 JUS24 NAILED 4x12= NAILED JUS24 JUS24 5x10 MT2OHS I. THDH26-3 NAILED JUS24 JUS24 NAILED NAILED JUS24 NAILED This truss is NOT symmetric. Proper orientation is essential. 1-7-0 1-x9.12 4-6-9 7-1-10 9-8-10 12-3-11 14-11-12 1510-8 1-7-0 0-7-12 2-8-13 2-7-1 2-7-1 2-7-1 2-8-1 0-0-12 Plate Offsets(X,Y)-- [2:0-3-4,0-2-0],[3:0-2-0,0-2-0],[6:0-2-12,0-2-0],[8:Edge,0-3-81,[9:0-3-4,0-2-0],[10:0-3-0,0-4-0],[11:0-5-0,0-2-0],[12:0-3-4,0-2-0],[14:0-4-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.18 10-11 >880 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.46 10-11 >339 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.03 8 n/a n/a • BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS i Wind(LL) 0.14 10-11 >999 240 Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 8=3970/0-6-4,13=7994/0-5-8 Max Uplift 8=-157(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=0/993,1-2=0/1807,2-3=-6568/1026,3-4=-11334/858,4-5=-11334/858, 5-6=-12136/691,6-7=-8270/407,7-8=-3321/96 BOT CHORD 12-13=-1807/0,11-12=-1026/6568,10-11=-691/12136,9-10=-407/8270,8-9=-16/554 WEBS 1-13=-1950/0,2-13=3885/0,2-12=-135/8548,3-12=-2519/0,3-11=0/5291,4-11.726/0, 5-11=-976/0,5-10=-591/18,6-10=-308/4263,6-9=-2123/0,7-9=-417/8229 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-13 2x4-1 row at 0-7-0 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=5.0psf;BCDL=3.0psf;h=2511;B=45ih L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 8. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use USP JUS24(With•1 Od nails into Girder&•10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-7=10 from the left end to 13-7-10 to connect truss(es)to front face of bottom chord. 11)Use USP THDH26-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 0-6-12 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED"indicates 3-10d(0.1485(3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard Continued on naae 2 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M115K REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MIlekS connectors.This design Is based only upon parameters shown-and is lor an individual bu lding component.not • a truss system.Before use,tIre txtltdkrg designer must verily the applicabilty of design parameters and properly incorporate this design into the overall brldng design. Bracing indicated Is to prevent buckling of IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posslale personal inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Guatty Cdteda,DSB-89 and SCSI BuidIng Component 6904 Parke East BNd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply Catalina T9161001 1052110 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:31 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYQywwHd-1 wengYHGb75W51e6Qy_588_xCBtJsrOkwy5uglytDrU LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-296,8-14=-10 Concentrated Loads(Ib) Vert:13=-682(F)12=-28(B)10=-682(F)17=-2487(B)18=-8(B)19=-682(F)20=-682(F)21=-28(B)22=-662(F)23=-28(B)24=-28(B)25=-763(F=-682,B=-81) 26=-669(F=-682,B=12) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:1-7=-258,8-14=-10 Concentrated Loads(ib) Vert:13=-666(F)12=-117(B)10=-661(F)17=-2123(B)18=-87(B)19=-666(F)20=-666(F)21=-117(B)22=-665(F)23=-117(B)24=-117(B)25=-736(F=-665,B=-71) 26=-617(F=-595,B=-21) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-162,8-14=-30 Concentrated Loads(Ib) Vert:13=-489(F)10=-489(F)17=-1381(B)19=-489(F)20=-489(F)22=-489(F)25=-543(F=-489,B=-54)B=-54)26=-489(F) 4)Dead+0.6 MWFRS WindInternal Pos. Left:Lumber Increase=1.60 Plate Increase=1.60 ( ) Uniform Loads(pit) Vert:1-16=-49,7-16=-64,8-14=-6 Concentrated Loads(lb) Vert:13=135(F)10=131(F)17=-780(B)19=138(F)20=135(F)22=131(F)25=151(F=134,B=17)26=137(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-64,7-15=-49,8-14=-6 Concentrated Loads(Ib) Vert:13=135(F)10=131(F)17=-780(B)19=138(F)20=135(F)22=131(F)25=151(F=134,B=17)26=137(F) 6)Dead+0.6 MWFRS Wind(Neg.internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=139(F)10=135(F)17=-777(8)19=142(F)20=139(F)22=135(F)25=159(F=138,B=21)26=141(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-149,8.14=-10 Concentrated Loads(Ib) Vert:13=139(F)10=135(F)17=-777(B)19=142(F)20=139(F)22=135(F)25=159(F=138,B=21)26=141(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-66,8-14=-6 Concentrated Loads(Ib) Vert:13=135(F)10=131(F)17=-780(B)19=138(F)20=135(F)22=131(F)25=151(F=134,B=17)26=137(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-86,8-14=-6 Concentrated Loads(Ib) Vert:13=135(F)10=131(F)17=-780(B)19=138(F)20=135(F)22=131(F)25=151(F=134,B=17)26=137(F) 10)Dead+0.6 MW FRS Wind(Neg.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=139(F)10=135(F)17=-777(B)19=142(F)20=139(F)22=135(F)25=159(F=138,B=21)26=141(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=139(F)10=135(F)17=-777(B)19=142(F)20=139(F)22=135(F)25=159(F=138,B=21)26=141(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-144,8-14=-10 Concentrated Loads(Ib) Vert:13=-430(F)12=-146(B)10=-423(F)17=-1032(B)18=-113(B)19=-430(F)20=-430(F)21=-146(B)22=-429(F) 23=-146(B)24=-146(B)25=-471(F=-429,B=-42)26=-368(F=-336,B=-33) 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(pit) Vert:1-7=-262,8-14=-10 Concentrated Loads(Ib) Vert:13=64(F)10=61(F)17=-777(B)19=66(F)20=63(F)22=61(F)25=74(F=63,B=12)26=65(F) 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(pit) Vert:1-7=-262,8-14=-10 Concentrated Loads(lb) Vert:13=64(F)10=61(F)17=-777(B)19=66(F)20=63(F)22=61(F)25=74(F=63,B=12)26=65(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-262,8-14=-10 Continued on Daae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. 1111I • Design eBonly design is parameters a pis roperly Individualcomponent,not a tsystneforr e,the articling designer must verify theapplicability fdesign parameters t design into the overall t, bulking design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent txacing MiTek' Is always requked for stability and to prevent collapse with posstie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnuses and truss systems,seeANSI/TPI l Wally Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available hem Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. I Tampa.FL 33610 IJob Truss Truss Type Qty IPly Catalina T9161001 10521 TO FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:31 2016 Page 3 I D:YrVMpzVObwPLHyMtszXOYQywwHd-1 wengYHGb75W 5le6Qy_58B_xCBtJsrOkwy5uglytDrU LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=64(F)10=61(F)17=-777(B)19=66(F)20=63(F)22=61(F)25=74(F=63,B=12)26=65(F) 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:1-7=-262,8-14=-10 Concentrated Loads(Ib) Vert:13=64(F)10=61(F)17=-777(B)19=66(F)20=63(F)22=61(F)25=74(F=63,B=12)26=65(F) 17)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-7=-296,8-14=-10 Concentrated Loads(Ib) Vert:13=-336(F)12=-28(B)10=-336(F)17=-1032(B)18=-8(B)19=-336(F)20=-336(F)21=-28(B)22=-336(F)23=-28(B)24=-28(B)25=-378(F=-336,B=-42) 26=-323(F=-336,B=12) 18)Reversal:Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-7=-258,8-14=-10 Concentrated Loads(Ib) Vert:13=-336(F)12=-28(B)10=-336(F)17=-1032(B)18=36(B)19=-336(F)20=-336(F)21=-28(B)22=-336(F)23=-28(B)24=-28(B)25=-378(F=-336,B=-42) 26=-270(F=-336,B=66) 19)Reversal:Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1.7=-144,8.14=-10 Concentrated Loads(Ib) Vert:13=-336(F)12=-28(B)10=-336(F)17=-1032(B)18=51(B)19=-336(F)20=-336(F)21=-28(B)22=-336(F)23=-28(B)24=-28(B)25=-378(F-336,B=-42) 26=-252(F=-336,B=84) 20)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-16=-49,7-16=-64,8-14=-6 Concentrated Loads(lb) Vert:13=-399(F)10=-396(F)17=-1113(B)19=-399(F)20=399(F)22=-397(F)25=-450(F=-402,B=-48)26=-407(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=-64,7-15=-49,8-14=-6 Concentrated Loads(Ib) Vert:13=-399(F)10=-396(F)17=-1113(B)19=-399(F)20=-399(F)22=-397(F)25=-450(F=-402,B=-48)26=-407(F) 22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=-395(F)10=-392(F)17=-1111(B)19=-395(F)20=-395(F)22=-393(F)25=-442(F=-398,B=-44)26=-403(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-149,8-14.10 Concentrated Loads(Ib) Vert:13=-395(F)10=-392(F)17=-1111(B)19=-395(F)20=-395(F)22=-393(F)25=-442(F=-398,B=-44)26=-403(F) 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-66,8-14=-6 Concentrated Loads(Ib) Vert:13=-399(F)10=-396(F)17=-1113(B)19=-399(F)20=-399(F)22=-397(F)25=-450(F=-402,B=-48)26=-407(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-86,8-14=-6 Concentrated Loads(Ib) Vert:13=-399(F)10=-396(F)17=-1113(B)19=-399(F)20=-399(F)22=-397(F)25=-450(F=-402,B=-48)26=-407(F) 26) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=-395(F)10=-392(F)17=-1111(B)19=-395(F)20=-395(F)22=-393(F)25=-442(F=-398,B=-44)26=-403(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-149,8-14=-10 Concentrated Loads(Ib) Vert:13=-395(F)10=-392(F)17=-1111(B)19=-395(F)20=-395(F)22=-393(F)25=-442(F=-398,B=-44)26=-403(F) 28)Reversal:Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-262,8-14=-10 Concentrated Loads(Ib) Vert:13=-628(F)10=-621(F)17=-1909(B)19=-628(F)20=^628(F)22=-626(F)25=-694(F=-629,B=-85)26=-581(F) 29)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:1-7=-262,8-14=-10 Concentrated Loads(Ib) Vert:13=-628(F)10=-621(F)17=-1909(B)19=-628(F)20=-628(F)22=-626(F)25=-694(F=-629,B=-65)26=-581(F) Continued on nage 4 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE rein Design vdkl for use only with Mllekt1 connectors.This design is based only upon parameters shown,and Is for an Individual txlding component.not a taus system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into iho overdl bullring design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is dways required for stability and to prevent collapse with possible personal irnksy and property damage. For general guidarlce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria.DSB-B9 and BCSI Belding Component 6904 Parke East Blvd. Safely Infomalton available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9161001 10521 TO FG02 Flat Girder 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:31 2016 Page 4 I D:YrVMpzVObwPLHyMfszXOYQywwHd-1 wengYHGb75W 51e6Qy_58B_xC BtJsrOkwy5uglytDrU LOAD CASE(S) Standard 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-262,8-14=-10 Concentrated Loads(Ib) Vert:13=-628(F)10=-621(F)17=-1909(B)19=-628(F)20=-628(F)22=-626(F)25=-694(F=-629,B=-65)26=-581(F) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-262,8.14=-10 Concentrated Loads(Ib) Vert:13=-628(F)10=-621(F)17=-1909(B)19=-628(F)20=-628(F)22=-626(F)25=-694(F=-629,B=-65)26=-581(F) � l � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1ON3/201S BEFORE USE. Design valid for use only with MITek31 connectors.This design is based oily upon parameters shown,and Is for an IndMdud building component,not �� a truss system.Before use,the txiiding designer must verify the appNcablity of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Add lorld temporary and permanent bracing MiTek- Is always required for stablity 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/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. 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 Catalina 19161002 10521T0 FG03 FLAT GIRDER 1 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:33 2016 Page 1 ID:YrVMpzVObwPLHyMf szXOYQywwHd-_JmX5DJ W 7kLEKboVYMOZDc3Ft?W xKkJONFa_IAytDrS 2-7-13 5-11-6 9-1-3 12-2-15 15-4-12 18-8-5 2-7-13 i 3-3-9 i 3-1-13 3-1-13 i 3-1-13 l 3-3-9 i Scale=1:32.7 4x5= 7x10= 2x4 I 4x5= 4x6= 4x10= 1 24x12= 3 4 5 15 6 7 v I I I I I. , 1 I I 1 1 l le 11 " [ I. 14 16 17 18 t3 19 20 21 12 22 23 24 11 25 26 27 10 28 29 9 5x8= 30 31 8 2x4 I THD46 4x5= JUS24 5x12= JUS24 THD46 4x10= JUS24 8x12 MT2OHS= JUS24 THD46 JUS24 5x10 MT2OHS II THD46 JUS24 THD46 THD46 JUS24 THD46 THD46 This truss is NOT symmetric. • Proper orientation is essential. I I 2-5-6 2 I 13 5-11-6 9-1-3 i 12-2-15 I 15-4-12 I 18-8-5 i 2-5-6 0-2-8 3-3-9 3-1-13 3-1-13 3-1-13 3.3-9 Plate Offsets(X,Y)-- [2:0-3-8,0-2-0],[3:0-4-0,Edge],[6:0-2-8,0-2-0],[8:Edge,0-3-81,[9:0-2-0,0-3-0],110:0-6-0,0-4-81,111:0-3-8,0-2-01,[12:0-3.8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Weft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 i Vert(LL) -0.31 10-11 >612 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.97 Vert(TL) -0,73 10-11 >260 240 MT2OHS 187/143 BCLL 0.0 ' I Rep Stress Incr NO WB 0.89 Horz(TL) 0.05 8 r/a n/a BCDL 5.0 L Code FBC2014/TPI2007 Matrix-MS I Wind(LL) 0.20 10-11 >957 240 Weight:309 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, 3-7:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-10:2x6 SP No.1 WEBS 2x4 SP No.3'Except' 2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 8=4507/0-5-8,13=6610/0-4-15 Max Gray 8=4788(LC 2),13=7885(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-318/0,1-2=-269/139,2-3=-13526/145,3-4=-19436/164,4-5=-19436/164, 5-6=-19198/144,6-7=-12533/52,7-8=-4117/0 BOT CHORD 12-13=-139/269,11-12=-106/13913,10-11=-110/19347,9-10=-52/12533,8-9=0/831 WEBS 1-13=-149/345,2-13=-5139/0,2-12=-12/14039,3-12=-2765/0,3-11=-61/5868, 4-11=-931/0,5-11=-478/383,5-10=-999/0,6-10=-99/6996,6-9=-2912/0,7-9=-70/12231 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=5.0psf;BCDL=3.Opsf;h=25ft;B=45fh L=24ft;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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 of20.Ops1 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)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have been modified.Building designer must review loads to verify that they are correct for the Intended use of this truss. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-7-9 from the left end to 16-7-9 to connect truss(es)to front face of bottom chord. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 6.0-0 oc max.starting at 0-8-1 from the left end to 17-6-9 to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)582 lb down and 183 lb up at 1-11-9,and 247 lb down and 259 lb up at 3-6-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Continued on page 2 NE Y WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1093f2015 BEFORE USE. Design valid for use only with MHTekbl connectors.this design Is based only upon parameters shown and Is for an kxilvldual banding 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 budding design. Bracing indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Addtlonal temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possible personal Inks,/and property damage. For general gidarce regarding the fab iicatbn.storage.delivery,erection and bracing of Trusses and truss systems.seeANSt/IPI I Qualify Criteria,DSB-89 and BCSI BuNdng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Site 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161002 10521T0 FG03 FLAT GIRDER 1 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:33 2016 Page 2 I D:YrVMpzVObwPLHyMfszXOYQywwHd-_JmX5DJ W 7kLEKboVYMOZDc3Ft?W xKkJONFa_IAytDrS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-324,8-14=-10 Concentrated Loads(Ib) Vert:10=-582(F)9=43(B)16=-107(B)17=-26(B)18=-582 19=19 20=-582(F)21=-459 22=-582(F)23=43(B)24=-582(F)25=43(B)26=-582(F)27=43(B)28=43(B) 29=-582(F)30=-582(F)31=43(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-286,8-14=-10 Concentrated Loads(Ib) Vert:10=-567(F)9=-88(B)16=-337(B)17=-233(B)18=-567 19=-180 20=-567(F)21=-1417 22=-567(F)23=-88(B)24=-567(F)25=-88(B)26=-567(F)27=-88(B) 28=-88(B)29=-567(F)30=-567(F)31=-88(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-189,8-14=-30 Concentrated Loads(Ib) Vert:10=-416(F)18=-416 20=-416(F)22=-416(F)24=-416(F)26=416(F)29=-416(F)30=-416(F) 4)Dead+0.6 MW FRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-76,7-15=-91,8-14=-6 Concentrated Loads(Ib) Il Vert:10=172(F)18=179 20=172(F)22=172(F)24=172(F)26=172(F)29=172(F)30=172(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-7=-76,8-14=-6 Concentrated Loads(Ib) Vert:10=172(F)18=179 20=172(F)22=172(F)24=172(F)26=172(F)29=172(F)30=172(F) 6)Dead+0.6 MW FRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-177,8-14=-10 Concentrated Loads(lb) Vert:10=176(F)18=183 20=176F 22=176(F)24=176(F)26=176(F)29=176(F)30=176(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=176(F)18=183 20=176(F)22=176(F)24=176(F)26=176(F)29=176(F)30=176(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-93,8-14=-6 Concentrated Loads(Ib) Vert:10=172(F)18=179 20=172(F)22=172(F)24=172(F)26=172(F)29=172(F)30=172(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-113,8-14=-6 Concentrated Loads(Ib) Veil:10=172(F)18=179 20=172(F)22=172(F)24=172(F)26=172(F)29=172(F)30=172(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=176(F)18=183 20=176(F)22=176(F)24=176(F)26=176(F)29=176(F)30=176(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=176(F)18=183 20=176(F)22=176(F)24=176(F)26=176(F)29=176(F)30=176(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-171,8-14=-10 Concentrated Loads(Ib) Vert:10=-365(F)9=-132(B)16=-414(B)17=-302(B)18=-365 19=-247 20=-365(F)21=-1737 22=-365(F)23=-132(B) 24=-365(F)25=-132(B)26=-365(F)27=-132(B)28=-132(B)29=-365(F)30=-365(F)31=-132(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:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=97(F)18=102 20=97(F)22=97(F)24=97(F)26=97(F)29=97(F)30=97(F) 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:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=97(F)18=102 20=97(F)22=97(F)24=97(F)26=97(F)29=97(F)30=97(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-290,8-14.10 aConliniipd on naafi 3 AL feWARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekm connectors.Ills design Is based only upon parameters shown,and Is for an Individual building component,not , a truss system.Before use,the briding designer must verify the applicability of design parameters and property Incorporate this design Into lire overall briding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional tomporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrlcatkn,storage,delivery.erection and bracing g of trusses and truss systems,seeANSI/1PI1 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Buss Plate Institute.218 N.Lee Street.Suite 312.Alexa ncfda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • Catalina T9161002 10521T0 FG03 FLAT GIRDERI 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:33 2016 Page 3 ID:YrVMpzVObwPLHyMfszXOYQywwHd- JmX5DJW7kLEKboVYMOZDc3Ft?WxKkJONFa_IAytDrS LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=97(F)18=102 20=97(F)22=97(F)24=97(F)26=97(F)29=97(F)30=97(F) 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:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=97(F)18=102 20=97(F)22=97(F)24=97(F)26=97(F)29=97(F)30=97(F) 17)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-7=-324,8-14.10 Concentrated Loads(Ib) Vert:10=-287(F)9=43(B)16=-107(B)17=-26(B)18=-287 19=19 20=-287(F)21=-459 22=-287(F)23=43(8)24=-287(F)25=43(B)26=-287(F)27=43(B)28=43(B) 29=-287(F)30=-287(F)31=43(B) 18) Reversal:Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-7=-286,8-14=-10 Concentrated Loads(Ib) Vert:10=-287(F)9=237(B)16=-107(B)17=112(B)18=-287 19=199 20=-287(F)21=-459 22=-287(F)23=237(B)24=-287(F)25=237(B)26=-287(F)27=237(B) 28=237(8)29=-287(F)30=-287(F)31=237(B) 19)Reversal:Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pif) Vert:1-7=-171,8-14.10 Concentrated Loads(Ib) Vert:10=-287(F)9=302(B)16=-107(B)17=158(B)18=-287 19=259 20=-287(F)21=-459 22=-287(F)23=302(B)24=-287(F)25=302(B)26=-287(F)27=302(B) 28=302(B)29=-287(F)30=-287(F)31=302(B) 20)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=-76,7-15=-91,8-14=-6 Concentrated Loads(Ib) Vert:10=-365(F)18=-372 20=-365(F)22=-365(F)24=-365(F)26=-365(F)29=-365(F)30=-365(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-91,3-7=-76,8-14=-6 Concentrated Loads(Ib) Vert:10=-365(F)18=-372 20=-365(F)22=-365(F)24=-365(F)26=-365(F)29=-365(F)30=-365(F) 22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pli) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=-361(F)18=-368 20=-361(F)22=-361(F)24=-361(F)26=-361(F)29=-361(F)30=-361(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=-361(F)18=-368 20=-361(F)22=-361(F)24=-361(F)26=-361(F)29=-361(F)30=-361(F) 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-93,8-14=-6 Concentrated Loads(Ib) Vert:10=-365(F)18=-372 20=-365(F)22=-365(F)24=-365(F)26=-365(F)29=-365(F)30=-365(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-113,8-14=-6 Concentrated Loads(Ib) Vert:10=-365(F)18=-372 20=-365(F)22=-365(F)24=-365(F)26=-365(F)29=-365(F)30=-365(F) 26)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=-361(F)18=-368 20=-361(F)22=-361(F)24=-361(F)26=-361(F)29=-361(F)30=-361(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-7=-177,8-14=-10 Concentrated Loads(Ib) Vert:10=-361(F)18=-368 20=-361(F)22=-361(F)24=-361(F)26=-361(F)29=-361(F)30=-361(F) 28) 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:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=-553(F)18.,558 20=553(F)22=553(F)24=-553(F)26=-553(F)29=-553(F)30=-553(F) 29) 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:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=-553(F)18=-558 20=-553(F)22=-553(F)24=-553(F)26=-553(F)29=-553(F)30=-553(F) Continued on oaae 4 � 5 Q WARNING•Verily design paramorors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md•7473 rev.10/03?075 BEFORE USE. Design valid for use only with MITeke connectors.INs design is based only upon parameters shown,and Is for an individual building component,notmit a truss system.Before use,the building designer must verity the applicability of design parameters and properly ix:orp orate this design Into the overall buldMng design. Bracing indicated Is to prevent buckling of IndMdud truss web and/or chord members only. Addtiknnal temporary and permanent bracing MiTek' Is always requited 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/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Salle 312.Alexandria.VA 22314. Tampa.FL 33650 I Job Truss I Truss Type Oty Ply Catalina 191610021 10521T0 FG03 FLAT GIRDER 1 3 Job Reference(optional)_._____.___ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:33 2016 Page 4 ID:YrVMpzVObwPLHyMfszXOYOywwHd-.JmX5DJW7kLEKboVYMOZDc3Ft7WxKkJONFa_lAytDrS LOAD CASE(S) Standard 30)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 Uniform Loads(pif) Vert:1-7=-290,8-14=-10 Concentrated Loads(Ib) Vert:10=-553(F)18=-558 20=-553(F)22=-553(F)24=-553(F)26=-553(F)29=-553(F)30=-553(F) 31)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:1-7=-290,8-14=-10 Concentrated Loads(lb) Vert:10=-553(F)18=-558 20=-553(F)22=-553(F)24=-553(F)26=-553(F)29=-553(F)30=-553(F) � I Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE M11•7473 rev.10V3/201S BEFORE USE. lilt Design valid for use only with Mileldir connectors.Th s design Is based only upon parameters shown.and Is for as IndMdual building 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 building design. Bracing Indicated Is to prevent budding of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stabaily and to prevent collapse with possible personal Injury and property damage. 1 or general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TPt1 Qualify Criteria,DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdldble from Truss Plate Institute,218 N.Lee Street.Suite 312.NoxarxAta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina 19161003 10521 TO FG04 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:34 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-SVKwIZK8u2T5yINh64XompcQ?Pvv3AaAcvKYHdytDrR 3-2-11 6-3-11 9-2-14 12-3-13 15-4-13 18-7-8 3-2-11 I 3-0-15 i 2-11-3 3-0-15 3-0-15 I 3-2-11 Scale=1:31.4 7x10- 2x4 II 4x5= 4x6= 4x12= 1 4x12= 24x6= 15 16 3 4 5 6 7 • • o s ani rn on r i nn —nn ►�7 18 13 19 12 20 11 21 10 22 9 5x12 =23 8 14 17 4x6- 4x10- 10x12= 4x5 II 4x5 II 5x12= JUS24 JUS24 JUS24 JUS24 JUS24 TH0262 JUS24 THD26-2 THD26.2 THD26-2 This truss is NOT symmetric. Proper orientation is essential. 3-2-11 6-3-11 { 9-2-14 12-3-13 15-4-13 I 18-7-8 3.2.11 3.0.15 2-11-3 3-0-15 3-0-15 3-2-11 Plate Offsets(X,V)-- 12:0-2-12,0-2-01,[3:0-4.8,Edgel,16:0-2-8,0-2-0[,18:Edge,0-3-81,19:0-3-8,0-2-81,110:0-6-0,0-5.41,112:0-2-12,0-2-01,fl 3:0-3-8,0-2-81,114:0-2-8,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.33 11 >657 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.88 11 >250 240 BCLL 0.0 • Rep Stress lncr NO WB 0.95 ' Horz(TL) 0.06 8 iVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.15 11 >999 240 Weight:307 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-8.10 oc purlins, 3-7:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10:2x6 SP No.1 WEBS 2x4 SP No.3'Except* 1-13,2-12,5-11,6-10,7-9:2x4 SP No.2 REACTIONS. (lb/size) 14=4383/0-5-0,8=4495/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-3433/0,1-2=-10405/0,2-3=-16692/0,3-4=-18299/0,4-5=-18299/0,5-6=-16689/0, 6-7=-10239/0,7.8=-341210 BOT CHORD 13-14=0/727,12-13=0/10405,11-12=0/16872,10-11=0/16869,9-10=0/10239,8-9=0/697 WEBS 1-13=0/10136,2-13=-2607/0,2-12=0/6584,3-12=-1197/0,3-11=0/1509,4-11=-564/0, 5-11=0/1497,5-10=-1199/0,6-10=0/6785,6-9=-2696/0,7-9=0/9994 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=5.0psf;BCDL=3.0psh h=251t;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 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) Refer to girder(s)for truss to truss connections. 8)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. 9)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at6-0-0 oc max.starting at 0.7-8 from the left end to 18-5-12 to connect truss(es)to back face of bottom chord. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 3-11-0 oc max.starting at 2-8-4 from the left end to 16-6-4 to connect truss(es)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on nage 9 1 I WARNING•Verily design parameters r1N end READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE AM-7473 rev.10/03l2075 BEFORE USE Design wild for use only with tvillekiy connectors.lhls design k based only upon paaneters shown,and Is for an individual balding component.not Mt a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Ind ivkfud truss web and/dr chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cdk;xe with possible personal iWy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPt t Oually Criteria.055.89 and SCSI Building Component 6904 Parke East BNd. Safety information avdiabie from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply (Catalina T9161003 10521 TO FG04 FLAT GIRDER 1 3 Job Reference o tional Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:34 2016 Page 2 I D:YrV MpzVObwP LHyMf szXOYOywwHd-SV Kw IZ K8u2T5yI Nh64Xom pcQ?Pvv3AaAcvKY HdytOrR LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-224,8-14=-10 Concentrated Loads(lb) Vert:8=-609(B)10=-605(B)12=-605(B)17=-608(B)18=-361(B)19=-361(B)20=-361(B)21=-361(B)22=-361(B)23=-361(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=-515(6)10=-511(B)12=511(B)17=-513(6)18=-304(B)19=-304(B)20=304(B)21=-304(B)22=-304(B)23=-304(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-144,8-14=-30 Concentrated Loads(Ib) Vert:8=-317(B)10=-305(B)12=-305(8)17=-313(B)18=-173(B)19=-173(B)20=-173(B)21=-173(B)22=-173(B)23=-173(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-96,7-16=-111,8-14=-6 Concentrated Loads(Ib) Vert:8=105(B)10=108(B)12=108(B)17=106(6)18=70(B)19=70(B)20=70(B)21=70(B)22=70(B)23=70(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-111,7-15=-96,8-14=-6 Concentrated Loads(Ib) Vert:8=105(B)10=108(B)12=108(B)17=106(8)18=70(8)19=70(B)20=70(B)21=70(6)22=70(6)23=70(8) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=108(B)10=112(B)12=112(6)17=109(B)18=74(B)19=74(6)20=74(6)21=74(B)22=74(B)23=74(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-145,8-14=-10 Concentrated Loads(lb) Vert:8=108(8)10=112(8)12=112(8)17=109(8)18=74(B)19=74(B)20=74(B)21=74(B)22=74(B)23=74(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-105,8-14=-6 Concentrated Loads(lb) Ve11:8=105(B)10=108(6)12=108(6)17=106(6)18=70(6)19=70(B)20=70(B)21=70(B)22=70(B)23=70(8) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-115,8-14=-6 Concentrated Loads(ib) Vert:8=105(8)10=108(8)12=108(8)17=106(8)18=70(B)19=70(8)20=70(8)21=70(8)22=70(B)23=70(8) 10) Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=108(B)10_=112(6)12=112(6)17=109(B)18=74(6)19=74(6)20=74(6)21=74(B)22=74(B)23=74(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14.10 Concentrated Loads(Ib) Vert:8=108(8)10=112(8)12=112(8)17=109(B)18=74(8)19=74(8)20=74(8)21=74(8)22=74(8)23=74(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-144,8-14=-10 Concentrated Loads(Ib) Vert:8=-232(B)10=-228(B)12=-228(B)17=-230(6)18=-134(B)19=-134(B)20=-134(B)21=-134(6)22=-134(8)23=-134(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:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=63(B)10=67(B)12=67(B)17=65(B)18=46(B)19=46(B)20=46(B)21=46(B)22.46(B)23=46(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(pit) Vert:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=63(6)10=67(B)12=67(8)17-65(B)18=46(6)19=46(8)20=46(B)21=46(B)22=46(B)23=46(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=63(B)10=67(8)12=67(B)17=65(B)18=46(B)19=46(B)20=46(8)21=46(8)22=46(B)23=46(B) Continued on Dane 3 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10g32015 BEFORE USE. 1111. Design valid for use only with MIIekt1 connectors.This design B Lased only upon parameters shown.and is for an individual building component,not a truss system.Before use.the bu lidir g designer must verify the applicability of design parameters and properly incorporate!his design Into the eyeful! bulking design. Bracing indicated is to prevent buckdIng o1 individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always req iro d for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regardirs t the fabrication,storage,delivery,erection and bracing of trusses and Buss systems.seeANSI/TPtt Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information avcEtu le from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161003 10521T0 FG04 FLAT GIRDER 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:34 2016 Page 3 I D:YrVMpzVObwPLHyM1szXOYQywwHd-SVKwIZK8u2T5yI Nh64XompcO?Pvv3AaAcvKYHdytDrR LOAD CASE(S) Standard 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-204,8-14.10 Concentrated Loads(Ib) Vert:8.63(B)10=67(B)12=67(B)17=65(B)18=46(B)19=46(8)20=46(B)21=46(8)22=46(B)23=46(B) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-96,7-16=-111,8-14=-6 Concentrated Loads(Ib) Vert:8=-250(B)10.248(B)12=-248(B)17=-249(B)18=-144(B)19=-144(B)20=-144(B)21=-144(B)22=-144(B)23=-144(B) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-111,7-15=-96,8-14=-6 Concentrated Loads(Ib) Vert:8=-250(B)10=-248(B)12=-248(B)17=-249(6)18=-144(B)19=-144(B)20=-144(B)21=-144(B)22=-144(B)23=-144(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=-248(B)10=-244(B)12=-244(B)17=-246(B)18=-140(B)19=-140(B)20=-140(B)21=-140(B)22=-140(B)23=-140(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=-248(B)10=-244(B)12=-244(B)17=-246(8)18=-140(B)19=-140(B)20=-140(B)21-140(B)22=-140(B)23=-140(B) 21)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-105,8-14=-6 Concentrated Loads(Ib) Vert:8=-250(B)10=-248(B)12=-248(B)17=-249(B)18=-144(B)19=-144(B)20=-144(B)21=-144(B)22=-144(B)23=-144(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-115,8-14=-6 Concentrated Loads(Ib) Vert:8=-250(B)10=-248(B)12=-248(B)17=-249(B)18=-144(B)19=-144(B)20=-144(B)21=-144(B)22=-144(B)23=-144(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=-248(B)10=-244(B)12-244(B)17=-246(B)18=-140(8)19=-140(B)20=140(B)21=-140(B)22=-140(B)23=-140(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-145,8-14=-10 Concentrated Loads(Ib) Vert:8=-248(B)10=-244(B)12=-244(B)17=-246(B)18=-140(B)19=-140(B)20=140(B)21=-140(B)22-140(B)23=-140(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(plf) Vert:1-7=-204,8-14.10 Concentrated Loads(Ib) Vert:8=-456(B)10=452(B)12=-452(8)17=-455(B)18=-266(B)19=-266(B)20=-266(B)21=-266(B)22=-266(B)23=-266(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(pit) Vert:1-7=-204,8-14.10 Concentrated Loads(Ib) Vert:8.456(B)10=-452(B)12=452(8)17=-455(B)18=-266(B)19=-266(B)20=-266(B)21=-266(8)22=-266(8)23=-266(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 Uniform Loads(pit) Vert:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=-456(B)10=-452(B)12=-452(B)17=-455(B)18=-266(B)19=-266(B)20=-266(B)21=-266(B)22=-266(B)23=-266(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(pit) Vert:1-7=-204,8-14=-10 Concentrated Loads(Ib) Vert:8=-456(13)10=-452(B)12=-452(B)17=-455(B)18=-266(B)19=-266(B)20=-266(6)21-266(B)22=-266(B)23=-266(B) MOM • WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeBOS connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the rabrk;ation,storage,delivery.erection and bracing of trsses and truss systems,seeANSI/1PI1 Quality Criteria,058-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161004 10521 TO FT01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:34 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-SV KwIZK8u2T5yI Nh64XompcVSP413NaAcvKYHdytDrR I 5.3.11I 8-4-7 5-3-11 3-0-12 Scale=1:15.7 3x4= 1 3x5= 22x4 H 3 . ----------------------------'- a . _, !♦ 4 I 2x4 'I 5 2x4 II 4x10= 0-9-6 5-3-11 8-4.7 i 0-0-6 5-3-5 3-0-12 Plate Offsets(X,Y)-- 11:0-2.0,0.1.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 ; Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 i Vert(TL) -0.02 5-6 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.12 Horz(TL) 0.00 4 n/a rVa BCDL 5.0 , Code FBC2014/TPI2007 Matrix-MS I Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-4-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=230/0-4-3,4=64/Mechanical,5=594/0-5-8 Max Uplift 4=-41(LC 3) Max Gray 6=236(LC 3),4=123(LC 4),5=594(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. WEBS 2-5=-538/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 4. 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. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE Mil 7473 rev.1693/1015 BEFORE USE leff Design valid for use only with MiTeirS connectors.Tins design 8 based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bilking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txcx:ing 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 tnrsses and truss systems-seeANSI/IPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Irrfonnatlon available from truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 72314. Tampa.FL 33610 Job Truss Truss Type ;Qty Ply • Catalina j T9161005 10521T0 'FT02 FLOOR !4 1 . 'Job Reference(optional] Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:35 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-wiulVvKmeLbyavyufn3l J 19jZpQXorfJrZ35p3ytDrQ I 47.0 I 7.11.0 4-7-0 3.4.0 2x4 i I 3x4= Scale=1:20.4 1 3x5 2 3 w_ II tw_ i II II II alri • �� o ►, 4 rl 4x10= 2x4 II 0 N .. w l l CA =' 6 3x4= 2x4 i i 4-10-4 4-7-0 4-78 1 7-11-0 I 4-7-0 8 3-0.12 0-2-12 Plate Offsets(X,Y)-- 11:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) (/dell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.02 6-7 >999 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS L Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 2-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=189/0-3-8,4=123/Mechanical,5=526/0-5-8 Max Gray 7=201(LC 3),4=156(LC 4),5=526(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-5=-482/0 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. l A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Mn-7473 rev.1093/1016 BEFORE USE Design valid for use only with Mlleke;connectors.this design is based only upon parameters shown.and Is for as individual building component,not a truss system.Before use,the bulkMi>g designer must verify the applk:abilry of design parameters and properly incorfxrate this design Into the overall but ing design. Bracing Indicated is to prevent bucldkng of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" k always requked for stability and to prevent collapse with possible personal Inlay and property damage. to general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Wl1 Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161006 10521T0 FT03 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:35 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-wiulVvKmeLbyavyufn3l J 19nW pOxorhJrZ35p3y1DrQ I 4-8-5 7-11-0 4-8-5 3-2-11 2x4 I 3x4= Scale=1:21.5 1 3x5 8 2 3 MI= — ♦ — q 4 r6 4x10= 2x4 I 6 7 2x4 11 3x4= 4-8-5 5-5-8 7-11-0 4-8-5 I 0-9-3 I 2-5-8 Plate Offsets(X,Y)-- 11:0-2-4,0-1.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Ven(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.06 6-7 >937 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-11-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=148/0-3-8,4=91/Mechanical,5=371/0-7-12 Max Uplift 7=-26(LC 8),4=-11(LC 8),5=-98(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-5=-291/160 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 7,11 lb uplift at joint 4 and 98 lb uplift at joint 5. � I II A WARNING-Verify design paramrlers and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE Mp-7473 rev.1G03/2015 BEFORE USE. Design vdki for use only with Mtlelct connectors.this design Is based only upon parameters shown.and Is for an individual briding component,not a truss system.Before use,the balding designer must verify the applicability of design paameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of IndMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9161007 10521 TO FT04 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:36 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-OuRgjFLOPfjoB3W 4 DVaGrEhrPCkvXFaT3Dpf LVytDrP 4.2.86-8-5 7-11-0 { 4-2-8 2-5-13 • 1-2-11 2x4 II 3x4= 3x4= Scale=1:20.4 3 4 5 0 // E C _X 1 3x5= 2 6 6 ^-- 3x4= 2x4 I 4x10= ' o d N a 9 8 2x4 II 3x5= 3x4= 4-2-8 6-8-5 7-5-8 7.11.0 4-2-8 2-5-13 0-9-3 '0-5-8 Plate Offsets(X,Y)-- (2:0-5-4,0-1-8] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.01 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.02 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS 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' except end verticals. ' 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=332/0-3-8,6=-35/Mechanical,7=542/0-7-12 Max Uplift 6=-80(LC 3) Max Gray 10=333(LC 3),6=36(LC 4),7=542(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-311/0,1-2=-446/0 BOT CHORD 8-9=0/426,4-7=-286/0 WEBS 1-9=0/456,2-8=-484/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 6. 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. II A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MlTekS connectors.This design Is boned only upon parameters shown,and is for an IndMdeai buldtog component,not �� a taus system.Before use,the bulidrig designer must verify the applk:abltty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with posstle personal ktluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses c d truss systems seeANSI/TPI1 Quality Criteria.DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job fruss Truss Type Qty Ply Catalina T9161008I 10521T0 FT05 ROOF SPECIAL GIRDER 4 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256.Mitek Tampa 8.010 s Mar 30 2016 MfTek Industries.Inc. Fri Jul 29 16:13:14 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-vPOzV FlviAbz1219nL6eXFUETV254jubeW fkMwytABZ -1-4-0 1-7-13 3-0-0 5-0-0 6-1-8 1-4-0 1-7-13 1-4-3 2-0-0 Scale=1:14.1 0.25;12 7x10 3.00 I12 2II 2x4 II 2x4 4x4 5 6 3 14 2 21 1 - r- 10 9 3x4= 82x4 I I 2x4 II 3x4= 1-7-13 3-0-0 5-0-0--- 6-1-8 ---- 1-7-13 1-4-3 2-0-0 1-1-8 Plate Offsets(X,Y)-- (3:0-5-4,0-2.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.10 8-9 >754 360 MT2O 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.19 8-9 >387 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 2 n/a n/a BCDL 5.0 Code FBC2O14/TPI2OO7 Matrix-MS Wind(LL) 0.06 9 >999 240 Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-6:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=615/Mechanical,2=1597/0-5-8 (min.0-1-8) Max Horz 2=32(LC 8) Max Uplift 7=-1O2(LC 9),2=-281(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-2513/761,3-14=-2179/658,6-7=-304/96 BOT CHORD 2-10=-695/2255,9-10=-730/2370 WEBS 3-10=-151/499,4-9=-107/385,3-9=-2605/802 NOTES- 1)2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=13Omph(3-second gust)Vasd=1Olmph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-7-13,Interior(1)1-7-13 to 5-11-12 zone;C-C for members and forces&MWFRS for reactions shown;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 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 2O.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 102 lb uplift at joint 7 and 281 lb uplift at joint 2. 9)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)1275 lb down and 423 lb up at 1.1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p1f) Vert:1-3=-120,3-6=-120,7-11=-10 Concentrated Loads(lb) Vert:14=-1275 ` f a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.tOW3/2015 BEFORE USE. Design valid for use only with Mllekn connectors.this design Is based only upon parameters shown-and is for an Individual building component,not 1111 • a Inns system.Before use,the building designer must verify the appilcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required br stability and to prevent collapse with possible personal I My and property damage. For general guidance regarding the fabrication,stooge,delivery.erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandra.VA 22314. Tampa.FL 33610 Job truss truss Type Qty Ply Catarina ' 791610091 10521T0 FT06 ROOF SPECIAL 6 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256.Mitek Tampa 8.010 s Mar 30 2016 MiTek Industries.Inc. Fri Jul 29 16:14:13 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-gm5HuQSvol1 bt7JUIEgTOhRKnH6TPSsHCBSMx?ytA7e -1-4-0 1-0-0 1-8-5 3-6-12 6-1-8 1-4-0 I 1-0-0 I 0-8-5 I 1-10-7 I 2-6-12 I Scale=1:14.1 0.25 12 7x62x4 II 2x4 3.00 FIT 12 4 5 3 - — 2 - —~ 1 — — ♦ 8 72x4 I! 6 2x4 I. 3x4= 1-0-0 1-8-5 3-6-12 6-1-8 F 1-0-0 i 0-8-5 1-10-7 I 2-6-12 - —� Plate Offsets(X,Y)-- (2:0-0-0,0-0-111 LOADING(psf) SPACING- 2-0-0 ! CSI. I DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.14 7-8 >510 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.28 7-8 >258 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.03 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.07 7-8 >999 240 Weight:22 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-8 oc bracing. , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=371/Mechanical,2=566/0-5-8 (min.0.1-8) Max Horz 2=33(LC 8) Max Uplift 6=-64(LC 9),2=-112(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-353/93 NOTES- , 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0ps1;BCDL=3.0psf;h=25ft;B=451t;L=24lt;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-0-0,Interior(1)1-0-0 to 5-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 6 and 112 lb uplift at joint 2. LOAD CASE(S) Standard A WARNING-VMfy design parameters and READ NOTES ON TNIS AND INCLUDED MfTEK REFERANCE PAGE MI1.7473 rev.10113/2015 BEFORE USE Design valid for use only with Mllek09 connectors.Ibis design is based only upon parameters shown,and Is for an IndMdual building component,not111111 a teas system.Before use.the bullring designer must verify the applk:ablity of design parameters and properly incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of kndMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always req.*ed for stability and to prevent collapse with possible personal hluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.soeANSI/1Pl1 Qua/ty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Slay Information avalable nom Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Oty Ply Catalina T9161010 1052110 HJO4 DIAGONAL HIP GIRDER I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:38 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-KGZQ8xNfxGzW RNgSLwckwimGjOQP?CTmXXIIQOytDrN -1-10-10 5-7-2 1-10-10 5-7-2 Scale=1:14.1 NAILED NAILED 3 2.12 FIT 9 NAILED _ �, NAILED B 2 — 10 11 4 NAILED NAILED NAILED NAILED 3x4= 5-7-2 5-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=125/Mechanical,2=268/0-7-6,4=53/Mechanical Max Horz 2=54(LC 4) Max Uplift 3=-50(LC 4),2=-110(LC 4) Max Gray 3=125(LC 1),2=268(LC 1),4=86(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=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 50 lb uplift at joint 3 and 110 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.14850)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=-60,4-5=-20 Concentrated Loads(Ib) Vert:8=58(F=29,B=29)10=58(F=29,B=29)11=-7(F=-3,B.-3) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MMTek£u connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the txildtrq designer must verify the applicabily of design parameters and properly Incorporate this design into the overcall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property daxnage. 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 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 Catalina T9161011 10521T0 HJ11 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:38 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-KGZQ8xNfxGzW RNgSLwckwfmEAOS7?CTmXXIIQOytDrN •1.10.10 1-4-4 1.10.10 1-4-4 \)( Scale=1:9.4 3 4.24 12 y 2 • 1 Id 1 4 5 3x8 11 1 1.4.4 1-4-4 Plate Offsets(X,Y)-- (5:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.4.4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f REACTIONS. (lb/size) 5=273/0-7-6,4=-17/Mechanical,3=-39/Mechanical Max Horz 5=43(LC 12) Max Uplift 5=-117(LC 12),4=-i7(LC 1),3=-39(LC 1) Max Gray 5=273(LC 1),4=14(LC 12),3=25(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-232/371 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45it;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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 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 117 lb uplift at joint 5,17 lb uplift at joint 4 and 39 lb uplift at joint 3. • A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITek:)connectors.this design Is based only upon parameters shown.and is los an krdlivldu l building component.not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent truckling of IndiA dual truss web and/or chard members only. Additional temporary and permanent bracing Masai(' is always required for stability and to prevent collapse with possible personal hpay and property damage. For general guidance regaalng the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/TPII Coaft Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkble Born Truss Plate institute.218 N.lee Street.Slate 312,Alexandria,VA 22314. Tama.FL 33610 !Job Truss Truss Type Qty Ply Catalina T9161012 10521T0 HJ13 DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:39 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-oT7pLHOHia5N2W Ftud7zTtJ000mbkejvlBl JygytDrM -1.10.10 3-7-13 1-10-10 3-7-13 Scale=1:13.4 3 j 4.24;12 NAILED NAILED 6 h r 2 6 N 7 4 NAILED NAILED 5 3x8 I 3-7-13 3-7-13 Plate Offsets(X,Y)-- [5:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014/1-PI2007 Matrix-MS Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=241/0-7-6,3=51/Mechanical,4=20/Mechanical Max Horz 5=66(LC 8) Max Uplift 5.127(LC 8),3=-41(LC 8),4=-1(LC 17) Max Gray 5=241(LC 1),3=58(LC 28),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft L=24f1;eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 20.0pst 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 5,41 lb uplift at joint 3 and 1 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(pl1) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:6=85(F=42,B=42) Q WARNING-Verify design parameters and READ NOTES ON THIS AND h'CLUDED MITER REFERANCE PAGE 5111.7473 rev.10173/2015 BEFORE USE Design valid for use only with Mllek®connectors.Ibis design is based only upon pxrameters shown,and is for an individual biding component,not a truss system.Before use.the building designer must verify the appllcablity of design parameters and property Incorporate this design into the overall ;� building design. Bracing indicated Is to prevent buckling of IndNIdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collgxse 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 Crtt.Aa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161013 10521T0 HJ23 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:39 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-oT7pLHOHia5N2W Ffud7zTtJIvQf pkejvlBl JygytOrM -1-10-10 4-2-3 1-10-10 4-2-3 Scale=1:14.4 4 4.24 d NAILED NAILED 5x6 3 N 2 1 • 5 4x10 II 0-8-13 4-2-3 0-8-13 3-5-6 Plate Offsets(X,Y)-- [2:0-2-4,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.91 Vert(LL) 0.03 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) 0.05 5-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.05 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-11-8 REACTIONS. (lb/size) 4=21/Mechanical,2=-40/0-4-15,5=-9/Mechanical Max Horz 2=71(LC 8) Max Uplift 4=-47(LC 8),2=-730(LC 17),5.55(LC 17) Max Gray 4=60(LC 28),2=453(LC 28),5=24(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-358/866 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=451h L=2411;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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.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 47 lb uplift at joint 4,730 lb uplift at joint 2 and 55 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148'(3")or 2-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down and 483 lb up at 1-4-9,and 200 lb down and 483 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,5-6=-20 Concentrated Loads(Ib) Vert:9=99(F=50,B=50)10=371(F=186,B=186) I _ � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rov.IO03 2015 BEFORE USE. I -. Design valid for use only with Mi1el tt 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 properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling 01 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal ktlray and property damage. For general guidance regarding the fabrication,storage,delivery.erection and frac ng of trusses and Truss systems.seeANSI/IPI1 Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ifaragNAIN Job Truss Truss Type Oty 7Ply Catalina T9161014 1052110 HJ37 .Diagonal Hip Girder 1 ! 1 1 Job Reference(ptpional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:40 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-HthBZcOvTuDEgggrSKeCO4sa 1 q 1 RT?W 2_rnsUGytDrL I _1-10-10 1 4-11-0 I 9-10-1 1-10-10 4-11-0 4-11-0 i Scale=1:41.7 NAILED 4 rl q 1 4.24 NAILED n �d NAILED 3x4 11 NAILED 3 I 1 NAILED 10 Il NAILED 4x5% 9 • re 2 I t ao u IIIA ii s4 12 13 14 6 7 8 NAILED 3x4= NAILED 5 3x4 U 3x4= NAILED NAILED NAILED NAILED 4-11-0 l 9-10-1 4.11.0 4-11-0 Plate Offsets(X,Y)-- 12:0-2-0,0-2-0], LOADING(psf) 1 8:0-2-8,0-1-81 SPACING- 2-0-0 CSI. DEFL. in (too) Vdefi Lid PLATES GRIP TCLL 20.0 Piate Grip DOL 1.25 TC 0.50 Vett(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.41 Horz(TL) -0.00 5 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:61 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.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=465/0-7-6,4=147/Mechanical,5=299/Mechanical Max Horz 8=197(LC 8) Max Uplift 8=-641(LC 4),4=-77(LC 8),5=-312(LC 8) Max Gray 8=689(LC 30),4=147(LC 1),5=386(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-544/409,2-3=-414/336 BOT CHORD 6-7=-344/351 WEBS 2-7=-260/412,3-6=-498/487 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left 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.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 641 lb uplift at joint 8,77 lb uplift at joint 4 and 312 lb uplift at joint 5. 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:9=94(F=47,B=47)11=-79(F=-39,B=-39)12=8(F=4,B=4)13=1(F=0,B=0)14=-43(F=-22,B=-22) 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*01-7473 rev.10032015 BEFORE USE. 1. la Design valid for use only with MitekOD connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not 1 a truss system.Before use,the bulking designer must verily the applicability of design parameters and properly hcorlxralo this design Into the overall brAcing design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IMiTek. 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,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component . 6904 Parke East Md. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T9161015 10521 TO HJ65 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:41 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-IrFZmyPXE BL51gP 1029RYIOhgDMOCYCC DV W 01 jytDrK -1-10.10 3-8-9 7-0-2 1-10-10 3-8-9 3-3-8 Scale=1:17.3 3 �— Ia ' d NAILED NAILED 4.24 PT 9 • NAILED n d NAILED ry 8 2 H. 10 11 4 NAILED NAILED NAILED NAILED 3x4 7-0-2 7.0.2 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 4-7 >813 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.28 4-7 >303 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(TL) 0.01 2 rite n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:25 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) 3=177/Mechanical,2=394/0-7-6,4=91/Mechanical Max Horz 2=100(LC 24) Max Uplift 3=-56(LC 8),2=101(LC 8) Max Gray 3=177(LC 1),2=394(LC 1),4=125(LC 3) 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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24tt;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 56 lb uplift at joint 3 and 101 lb uplift at joint 2. 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=-60,4-5=-20 Concentrated Loads(Ib) Vert: 10=24(F=30,B=-6)11=-17(F=-5,B=-12) 1 0 WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PARE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Musks connectors.Iris design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the holding designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gridcnce regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPil Quilty Criteria,OS8-89 and BCSI tickling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610 IJob Truss Truss Type Gly Ply Catalina 79161016 1052110 HJ67 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:42 2016 Page 1 I D:YrV M pzVObwPLHyM fszXOYQyww H d-D2pxzl Q9?VTyv_E alhg5Vxucd hDxs N LS9GzZ9ytD rJ -1-10-10 4-0-0 9-10-1 1-10-10 4-0-0 5-10-1 Scale:112'=1' 4 NAILED -6 4.24112 12 NAILED '-ø-- NAILED NAILED 2x4 11 rfi 3 rh cb NAILED 11P. ' NAILED 10 2 ' ' 13 14 15 6 NAILED NAILED NAILED 3x4=5 3x6 NAILED NAILED NAILED 9-10-1 9.10.1 Plate Offsets(X,Y)-- 12:0-3-1,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.24 6-9 >485 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.60 6-9 >196 180 BCLL 0.0 " Rep Stress Incr NO WB 0.58 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=180/Mechanical,2=508/0-7-6,5=296/Mechanical Max Horz 2=129(LC 8) Max Uplift 4=-77(LC 8),2=-113(LC 8) Max Gray 4=180(LC 1),2=508(LC 1),5=306(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-852/130 BOT CHORD 2-6=-188/816 WEBS 3-6=-838/193 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 77 lb uplift at joint 4 and 113 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.1485(3")or 2-12d(0.148"x3.251 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:1-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:12=-76(F=-38,B=-38)13=60(F=30,B=30)14=-9(F=-5,B=-5)15=-64(F=-32,B=-32) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10032015 BEFORE USE. Design valid for use orgy with MTek®connectors.Tds design is bused only upon paramolers shown.and Is for an Individual Ixrldit ru component,not a truss system.Before use,the blidirg designer must verify the appllcablity of design parameters ardi Ivolxxly it<:o rrxxate this design Into the overall Lxldng design. Bracing Indicated Is to prevent budding 01 Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always req Med for stability and to prevent collapse with posstie personal'tidy and property damage. or general guidance regarding the latxicallo n.storage,delivery,erection and bracing of trusses and tnss systems.seeANSI/1PI1 Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avaliatle from muss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161017 10521T0 J01 CORNER JACK 2 1 _.Job Reference joptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:42 2016 Page 1 I D:YrV M pzV Obw P LHyMf szXOYQyww H d-D2pxzl Q9?VTyv_E alhg5Vx0edgvx?SLS9GzZ9ytDrJ -1-4-0 0.10.15 I 1-4-0 0-10-15 Scale=1:6.4 3.00;12 3 2 i _ l 1 , d 6 • _ 4 3x4= 0-10-15 0-10-15 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 1Verl(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Verl(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incl YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-7/Mechanical,2=175/0.5.8,4=-17/Mechanical Max Horz 2=23(LC 8) Max Uplift 3=-7(LC 1),2.87(LC 8),4=-17(LC 1) Max Gray 3=10(LC 8),2=175(LC 1),4=18(LC 8) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 7 lb uplift at joint 3,87 lb uplift at joint 2 • and 17 lb uplift at joint 4. A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with MIIekT9 connectors.this design Is based only upon pcxarneters shown,and Is for an individual I-wilding component,not . MN a Buss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek Is always required for slabllty and to prevent coNapse with posstiiie personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of tr sses and tr ss systems,s eANSI/TPI I Quality Creedo,DSB-89 and SCSI BuNalng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 1 Job !Truss Truss Type Oty Ply Catalina T9161018 10521T0 !J03 CORNER JACK 2 1 !Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:43 2016 Page 1 I D:YrVMpzVObwPLHyMiszXOYQywwHd-hE NJBeRnmpcpX8ZQ7TCvdj UBO19SgSiVgp?W 5bytDrl -1.4.0 2-10-15 1-4-0 2-10-15 Scale=1:8.9 3 3.00;12 g 2 1 1`I o 1 4 3x4= 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=66/Mechanical,2=213/0-5-8,4=29/Mechanical Max Horz 2=38(LC 8) Max Uplift 3=-21(LC 8),2=-72(LC 8) Max Gray 3=66(LC 1),2=213(LC 1),4=49(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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-3 zone;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 21 lb uplift at joint 3 and 72 lb uplift at joint 2. WARNING-Verify design paranwf rs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10103P2015 BEFORE USE. legt Design valid to use only with MITek9 connectors.This design Is based only upon parameters shown.and Is for an individual b ulclkng component.not a truss system.Before use,the building designer must verity the applicabilty of design parameters and properly Incorporate this design Into the overall Lxdding design. Bracing indicated is to prevent buckling of IndMduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for sit Slly and to prevent collapse\Oh possible personal Injury and property damage. For general guidance regarding the fdrk:atkn,storage,delivery,erection and bracing of tr sses and tr ss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI BuNdtng Component 6904 Parke East Bird. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Shite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161019 1052110 J11 CORNER JACK 2 1 L _ Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:43 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-hENJBeRnmpcpX8ZQ7TCvdjUAl1 A?gSiVgp?W 5bytDrl -1-4-0 0-10-15 1-4-0 J 0-10-15 Scale=1:9.3 3 1 6.00 12 v 2 0 , P ..,i,. N 1 1 ; 1 I i O r i = 4 ' ''M5 3x8 II 0-10-15 0-10-15 Plate Offsets(X,Y)-- (5:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.15 ' Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:6 Ib FT=20% LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=206/0-5-8,3=-43/Mechanical,4=-14/Mechanical Max Horz 5=43(LC 12) Max Uplift 5.81(LC 12),3=-43(LC 1),4=-14(LC 1) Max Gray 5=206(LC 1),3=23(LC 12),4=7(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25it B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 81 lb uplift at joint 5,43 lb uplift at joint 3 and 14 lb uplift at joint 4. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.16V312015 BEFORE USE. MN Design vdkl for use only with Mllekio connectors.this design is based only upon parameters shown,and h for an hdlvdud building component.not a'RISS system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual tens web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with pole personal hJury and property damage. For general guidance regarding Mur fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161020 10521T0 J21 CORNER JACK 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:44 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-9Qwi0._RQX6kg918chAj8Aw0LeRTPPvyevT14d2ytDrH -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:9.3 3 6.00 viz 2 Pil N_ 1d ch • 6 3x8 I 5 4 0-9-12 0.1095 0-9-12 0-13 Plate Offsets(X,Y)-- [6:0-4-4,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.00 5 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-63/Mechanical,4=-455/Mechanical,5=667/0-3-8 Max Horz 5=43(LC 12) Max Uplift 3=-63(LC 1),4=455(LC 1),5=-284(LC 12) Max Gray 3=31(LC 12),4=186(LC 12),5=667(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch 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 63 lb uplift at joint 3,455 lb uplift at joint 4 and 284 lb uplift at joint 5. 1 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil 7473 rev.1O03/2015 BEFORE USE. Design valid fa use only with Mlleka connectors.this design k based only upon parameters shown,and is for an kndividud building component,not . a truss system.Before use,the building designer must verity the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required fa stability and to prevent collapse with posslbie personal Inlay and properly damage. F a general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalIctie from Taus Plate Institute,218 N.Lee Sheet,Site 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply 'Catalina T9161021 10521 TO J31 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:44 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-9QwiO_RQX6kg918chAj8AwOFl RTnPvyevT14d2ytOrH -1-4-0 0-10-15 1.4-0 I 0-10-15 6.00112 Scale=1:21.8 3 3x4 II 2 l m PA 1 ro c. rinizmili 1 i�1 53x4_ 4 0-10-15- 0-10-15 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=206/0-5-8,3=-56/Mechanical,4=-1/Mechanical Max Horz 5=111(LC 12) Max Uplift 5=-83(LC 10),3=-81(LC 12),4=-164(LC 12) Max Gray 5=225(LC 19),3=41(LC 10),4=109(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 5,81 lb uplift at joint 3 and 164 lb uplift at joint 4. lit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M07473 rev.10/03/2015 BEFORE USE Design valid tax use only with Mlleke connectors.This design Is based only upon txaa meters shown.and Is for an Individual building component,not o truss system.Before use,the building designer must verify tie applicabilry of design paramolors and properly Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of tndtvklual truss web anal/or chord members only.Additional temporary and permanent tracing MiTek' B always required for stability and to prevent collapse with possible personal Ir*ay 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job i Truss Truss Type Oty Ply Catalina 19161022 10521T0 1,133 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:45 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-dd U4cKS21QsXnRipFuENj8ZIQrk48MCo87UdAUytDrG -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:26.7 3 6.00.12 6 5x6 1 2 1 0 e i♦I l ►1 5 4 5x10 MT2OHS I 2-10-15 2-10-15 Plate Offsets(X,Y)-- (2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.02 4-5 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.19 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=221/0-5-8,3=59/Mechanical,4=25/Mechanical Max Horz 5=139(LC 12) Max Uplift 5=-7(LC 8),3=-71(LC 12),4=-48(LC 12) Max Gray 5=221(LC 1),3=73(LC 17),4=57(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=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=2411;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 5,71 lb uplift at joint 3 and 48 lb uplift at joint 4. A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.I0W12016 BEFORE USE Design valid for use only with Mlleka connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a taus system.Before use,the bulkiing designer must verify the applicability of design parameters and properly k corporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required lot stability and to prevent collapse with postale personal Inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandrla.VA 22314. Tampa,FL 33610 I Job Truss Truss Type !Qty Ply Catalina T9161023 ,10521TO 1J35 Comer Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:45 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-ddU4cKS21QsXnRipFuENj8ZMfrgQ8MCo87UdAUytDrG -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:31.4 3 6.00 12 lj 7 5x6 II 6 2 1/it tc cd 55x10 MT2OHS 4 4-10-15 4-10-15 Plate Offsets(X,Y)-- [2:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.09 4-5 >648 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.09 4-5 >643 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.39 3 nta n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.10-15 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) 5=291/0-5-8,3=124/Mechanical,4=50/Mechanical Max Horz 5=168(LC 12) Max Uplift 3=-88(LC 12),4=-25(LC 12) Max Gray 5=291(LC 1),3=129(LC 17),4=90(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. • II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-10-3 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 25 lb uplift at joint 4. • WARNWG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE MB-7473 rev.10/73/2015 BEFORE USE. ��- Design valid for use only with MITekD connectors.This design Is based only upon parameters shown.and Is for an IndMdud binding component,not a Cuss system.Before use,the building designer must verify the opplicaWlty of design parameters and properly kscorForate this design into the overall building design. Bracing indicated Is to prevent buckling of individual tr ss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stebtlty and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication.storage,delNery.erecikor and Ixackrg of Busses and truss systems.seeANSI/1Pl1 Quality Criteria,D58-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Information avcilabie horn Truss Plate Institute.218 N.Lee Street,Suite 312.NexandlIa.VA 22314. Tampa-FL 33610 Job Truss TTruss Type Oty Ply Catalina 19161024 :10521TO J61 ICorner Jack 3 1 � Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:46 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-5p2SpgTg3k._OObH?pbtcFL6hYEBvtpSxMnEAiwytOrF , -1-4-0 0-10-15 1-4-0 I 0-10-15 I Scale=1:7.6 3 I 6.00 12 yillk 2 . ,,dig 1 ...!Aiiii 4 1 • 2x4= s 0-10-15 0-10-15 LOADING(pst) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.11 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 IBC 0.02 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-5/Mechanical,2=175/0-5-8,4=-19/Mechanical Max Horz 2=42(LC 12) Max Uplift 3=-5(LC 1),2—87(LC 12),4=-19(LC 1) Max Gray 3=11(LC 12),2=175(LC 1),4=24(LC 12) 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=101 mph;TCDL=5.Opsf;BCDL=5.0psh h=25f1;B=45th L=24ft;eave=4th Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 5 lb uplift at joint 3,87 lb uplift at joint 2 and 19 lb uplift at joint 4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 611.7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MMTelO9 connectors.Ibis design is based only upon parameters shown,and Is for an Individual building component,not a Inns system.Before use,the bulking designer must verify the applicablity of design parameters and properly incorporate this design Into the overall balding design. Wacing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing Milek• Is always required for stablity and to prevent collapse with possible personal Injury a d property damage. For general guidance regarding the f br catkxs,storage,delivery,erection and tracing of trusses and truss systems,seeANSUIP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Information available from Truss Plate Institute,218 N.Lee Skeet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job iTruss Truss Type Qty Ply Catalina 1 T9161025 1052110 J62 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:46 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-5p2SpgTg3k 00bH?pbtcFL6iBEB3tpSxMnEAiwytDrF 0-10-15 I 0-10-15 Scale=1:6.8 6.00;12 2 , .....gaidilMi m - 111111111 0 . V4d4.1 a 3 2x4= 0-10-15 I 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Ind YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=36/0-5.8,2=20/Mechanical,3=16/Mechanical Max Horz 1=13(LC 12) Max Uplift 2=-6(LC 12),3=-1(LC 12) 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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=2411;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 tit 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 6 lb uplift at joint 2 and 1 lb uplift at joint 3. __ V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM•7473 rev.1003/201S BEFORE USE Design valid for use only with MI Iokty connectors.Ids design is based only upon parameters shown,and Is for an individual holding component,not . a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling ng of l ndMdual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/1PI l QuaNty Criteria.D513•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from liuss Plate Institute,218 N.Lee Sheet.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 p Job Truss Truss Type Oty Ply Catalina 19161026 10521T0 J63 Corner Jack 3 1 Job Reference(optional)____._-- Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:47 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-Z?cq 10UIq 16FOIsBMJGroZesleW OcGh4bRzkEMytDrE -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:12.6 3 6.00 12 8 rn • 2 4 1 2x4= 2-10-15 2-10-15 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.11 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 ria n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical,2=213/0-5-8,4=30/Mechanical Max Horz 2=70(LC 12) Max Uplift 3=-21(LC 12),2=-60(LC 12) Max Gray 3=65(LC 1),2=213(LC 1),4=49(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=5.Opsf;BCDL=5.Ops1;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-3 zone;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 21 lb uplift at joint 3 and 60 lb uplift at joint 2. A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MiV.7473 rev.10M3/2015 BEFORE USE Design vdki for use only with txklek19 connectors.This design is based only upon parameters shown.and Is for an Individual leading component,not . a buss system.Before use.the building designer must verify the applicability of design parameters and properly inc:ogwrato this design into the overall bxldrsg design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addlikrnal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible persona injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabk:atio n,storage,delivery,erection and bracing 01 trusses and truss systems soeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available tram truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply i Catalina T9161027 11052110 1J64 Corner Jack 1 1 i _ Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:47 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-Z7cg10UIg16FOIsBMJGroZesXeW 1cGh4bRzkEMytDrE 2-10-15 I 2-10-15 Scale:1'=1' 2 6.00 12 i) I o F 1 o I o / 3 2x4= 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/0-5-8,2=73/Mechanical,3=40/Mechanical Max Horz 1=41(LC 12) Max Uplift 1=-2(LC 12),2=-27(LC 12) Max Gray 1=114(LC 1),2=73(LC 1),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=101 mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 1 and 27 lb uplift at joint 2. I 0 WARNING-Willy design parameters and READ NOTES ON THIS AND WCLUDED MITER REFERANCE PAGE 611.7473 rev.10/03Q015 BEFORE USE la Design valid for use only with Mllek5 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 applicabllty of design parameters and properly incorporate this design Into the overall balding design. Bracing lndk:ated Is to prevent buckling of indMdu l truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabdcation,storage,delivery,creclon and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,058.89 and BCSI Bulding 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 Catalina T9161028 10521T0 J65 Corner Jack 2 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:48 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-2CACEMVwaLE5evRNw0n4KmB_82gyLjXEg5j HnpytDrD -1-4-0 4-10-15 1-4-0 4.10-15 Scale.1:17.6 3 6.00 12 8 2 4 2x4= 4-10-15 4-10-15 Plate Offsets(X,Y)-- 12:0-4-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 4-7 >853 180 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=123/Mechanical,2=285/0-5-8,4=60/Mechanical Max Horz 2=99(LC 12) Max Uplift 3=-45(LC 12),2=-56(LC 12) Max Gray 3=123(LC 1),2=285(LC 1),4=88(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=5.0psf;BCDL=5.Ops1;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-10-3 zone;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 45 lb uplift at joint 3 and 56 lb uplift at Joint 2. t Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. 11111 f Design valid for use only with Mileks connectors.INs design is based only upon pcxameters shown,and Is for an indivkked building component.not a Huss system.Before use,the building designer must verify the applicability of design parameters and properly hncorporate this design Into the overall biding design. !racing indicated Is to prevent txrclding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guldanco regarding the fabrk:atIon.storage,delivery,erection and bracing of trusses and Mss systems,seeANSVIPI I Qualify Cilteda,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312.fdexandrla,VA 22314. Tampa.FL 33610 Job fruss truss Type Qty I Ply Catalina 79161029 1052110 I T01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) I Building Component Supply.Jacksonville,F132256,Mitek Tampa 8.010 s Mar 30 2016 MiTek Industries,Inc. Fn Jul 29 16:14:49 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-dhGuRkuUKMZUBi3PsnJwuH WQTnQOgYXaUOAGCwytA74 -1.4.0 4-0-0 7-9-8 12-8-13 17-8-3 - 22-11-0 II 1-4-0 ' 4-0-0 3-9-8 4-11-5 4.11.5 5-2-13 Scale=1:40.7 NAILED 3.00 FIT 6x6 ll NAILED 6x12 4x5= 4x12= 4x10= 3 17 18 4 19 PO 5 6 7 rI II EMI I IIIA 2 NM �/M O u 4 1 Il'jEI�HI�Ii� ter_ 0 I. r 13 21 22 12 11 10 9 ..m. 8 4x6= 4x5 NAILED 4x5 3x12 M18SHS= 4x10= 2x4 II NAILED JUS24 4x12= NAILED 4.0.0 �- 7-9-8 i 12-8-13 I 17-8-3 _ I _ 22.11-0__ 4-0-0 3-9-8 4-11-5 4.11.5 5.2.13 Plate Offsets(X,Y)-- 14:0-4-15,0-1-41,15:0-2-4,0-2.01.16:0-3-8,0-2-01,19:0-3-8,0-2-01,110:0-3-8,0-2.01,112:0-2-4,0-2-01 . T LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.54 10-12 >508 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.99 10-12 >276 240 M18SHS 244/190 BOLL 0.0 ' Rep Stress!nor NO WB 0.86 Horz(TL) 0.10 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.28 10-12 >964 240 Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except 4-7:2x4 SP No.1 end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except* 7-9:2x4 SP No.2 REACTIONS. (lb/size) 8=1322/0-5-8 (min.0-1-8),2=1906/0-5-8 (min.0-1-8) Max Horz 2=28(LC 4) Max Uplift 8=-221(LC 5),2=-288(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5530/763,3-17=-5462/760,17-18=-5464/760,4-18=-5467/760,4-19=-10108/1492, 19-20=-10108/1492,5-20=-10111/1492,5-6=-9035/1405,6-7=-5487/893,7-8=-1262/222 BOT CHORD 2-13=-739/5304,13-21=-1484/10038,21-22.1484/10038,12-22=-1484/10038, 11-12.1405/9035,10-11=-1405/9035,9-10=-893/5487 WEBS 3-13=-161/1334,4-13=-4841/787,4-12=-52/549,5-12=-268/1731,5-10=-721/132, 6-10=-560/3627,6-9=-1074/203,7-9=-868/5347 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 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 12-4 2x4-2 rows staggered at 0-3-0 oc. 2)All loads are considered equally applied to alt 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=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. it;Exp B;End.,GCpi=0.18;MWFRS(directional);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 20.0psi 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint 8 and 288 lb uplift at joint 2. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-8-12 from the left end to connect truss(es) TO1A(1 ply 2x6 SP)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12)"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. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)600 lb down and 118 lb up at 7-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Wl n11 Lieu�VV�I�_r�ly�o c I L�-wARfyNOYYN ii puemHers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AY-7473 rev.IGV3/20I5 BEFORE USE. ml. Design valid for use only with Milein&connectors.this design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the balking designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent txrckting of Individual truss web and/or chord members only. Additional temporary and txmma ent tracing MiTek• is always required for stability 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.seeANSl/1P11 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate knsdtute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty IPly Catalina 1062170 701 I ROOF SPECIAL GIRDER 1 19161029 2 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256.Mitek Tampa 8.010 s Mar 30 2016 MITek Industries.Inc. Fri Jul 29 16:14:49 2016 Page 2 I D:YrVM pzVObwPLHyMfszXOYOywwHd-dhGuRkuUKMZUBf3PsnJwuH WQTnQOgYXaUoAGCwytA74 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Ven:1-3=-67,3-7=-67,8-14=-7 Concentrated Loads(Ib) Vert:4=-600 13=-44(6)12=-684(B)17=-32(B)18=-32(B)21=-39(B)22=-39(B) WARNBIG-Verify design paramatars and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE/111.7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MIIekS connectors.this design is based only upon parameters shoran.and is for an individual building component,not a truss system.Before use,the building designer must verify the crpplicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional lemporay and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd.fabricationfabricationstorage.delivery,erection and bracing of trusses and trusss,systemseeANSI/IPI1 Qualify CrMala.DS8.86904 9 and SCSI Bulking Component Tampa,04 ParkeFL Et 0 Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. _-- 1 _-_ :Job Truss Truss Type Ory Ply Catalina 19161030 10521T0 TO1A JACK-CLOSED GIRDER 1 1 I Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:49 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-W OkbRhVYLiMyF30aUjJJt_k8ZS5v4ABN3ISrJ FytDrC -1.4.0i 4-0.0 1-4-0 4-0-0 2x4 I I Scale=1:10.2 3 4 3.00112 N J; 2 1 ul i 0 1 l il 6 I *3x5 THD26 10 6 THD26 2x4 II 5 4.0-0 I 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.06 6-9 >759 180 BCLL 0.0 ' Rep Stress!nor NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=690/Mechanical,2=789/0-5-8 Max Horz 2=47(LC 4) Max Uplift 6=-99(LC 4),2=-154(LC 4) 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=5.0psf;BCDL=5.0psf;h=25th B=45ft;L=24ft;eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 99 lb uplift at joint 6 and 154 lb uplift at joint 2. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-4-0 oc max.starting at 1-4.0 from the left end to 2-8-0 to connect truss(es)to front face of bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-20,5-7=-20 Concentrated Loads(Ib) Vert:9=-545(F)10=-545(F) � l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE Mit Design valid for use only whin Mileka connectors.fids design k based only upon parameters shown,and Is for an individual building comporrent,not a truss syslern.Before use.the building designer must verify the applicability of design parameters and properly incorporate thk design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal tnhray and property damage. For general guddarce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.sooANSI/lPl1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Russ Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job iTruss Truss Type iOty IPly ICatalina 1 79161031 1052110 102 ROOF SPECIAL 1 2 Job Reference(optional) Building Component Supply.Jacksonville,FI 32256.Mitek Tampa 8 010 s Mar 30 2016 MrTek Industries,Inc. Fri Jul 29 16:15:57 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-dmNbj_j8J F7rL6GUr3XsedkOJCewmH5a7NesbzytA60 -1.4.0 _ 5-4-0 7-9-8____ 12-8-13 17-8-3 22-11-0 I 1-4-0 I 5-4-0 i 2.5-8 i 4-11-5 — _1_ 4-11-5 5.2-13 Scale=1:41.4 3.00 Dr 8x12= 2x4 'I 3 4 4x5= 4x5= 10x14= - 7x10= %� 19 20 6 7 21 8 u1 1 18SIM —"milrimmemosig.........w w !• M O h NM Y a 14 13 12 11 10 9 3x5= 4x5= 4x5= 3x72 M18SHS= 10x14= 2x4 II 4x5= 5-4-0 7-9-8 _12_8-13 17-8-3 22-11-0 I 5-4-0 — I 2-5-8 I 4-11-5 4-11-5 5-2-13 Plate Offsets(X,Y)-- 13:0-4-4,0-2-8),15:0.6-8,0.4-0),16:0-2-0,0-2-01,17:0-2-4,0.2.01,18:0-3-8,Edgel,J10:0.3-8,Edgel,111:0-2-4,0-2-01,113:0.2.0,0-2-01 I LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.51 11-13 >532 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 ; BC 0.73 Vert(TL) -0.81 11-13 >339 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.07 9 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.22 11-13 >999 240 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 2x4 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-12:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 4-13:2x4 SP No.2 REACTIONS. (lb/size) 9=1034/0-5-8 (min.0-1-8),2=1325/0-5-8 (min.0-1-8) Max Horz 2=52(LC 12) Max Uplift 9=-182(LC 9),2=-227(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-3644/654,3-18=-3623/661,3-4=-1002/183,5-13=-475/117,4-5=-748/173, , 5-19=-8069/1550,19-20=-8064/1550,6-20=-8062/1550,6-7=-6460/1187,7-21=-4096/732, 8-21-4096/732,8-9=-980/192 BOT CHORD 2-14=-665/3478,13-14=-1430/7385,12-13=-1187/6460,11-12=-1187/6460, 10-11=-732/4096 WEBS 3-14=-279/1537,3-5=-2731/511,5-14=-4046/794,6-13=401/1910,6-11=-413/106, 7-11=-470/2416,7-10=-810/173,8-10=-706/3965 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 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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;Vull=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-9-4 zone;C-C for members and forces&MWFRS for reactions shown;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 fora 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 182 lb uplift at joint 9 and 227 lb uplift at joint 2. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)600 lb down and 145 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard i 5N,IruruGU VII 1./0190 L �� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/033015 BEFORE USE. Design valid for use oNy with MITekbas S connectors.This design is ed only upon parameters shown,and Is for an individual building component,not - a truss system.Before use,he bulking designer must verily the applicabllry of design parameters and properly incorporate.inns design Into the overall building design. Bracing Indicated Is to prevent buddingof individual truss web and/or chord members only.Additional temporary and permanent bracing ng MITek• Is always required for stability and to prevent collapse with possible personal in9uay and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Crtteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information wdlabte from Teas Plate Statute.218 N.lee Street,Stile 312,Alexandria,VA 22314. I Tampa-FL 33610 • Job Truss Truss Type Oty Ply Catalina • 19161031 1052110 102 ROOF SPECIAL 1 2 Job Reference(optional) • Building Component Supply.JacksonvNle,Fl 32256.MNek Tampa 8.010 s Mar 30 2016 MiTek Industries.Inc. Fri Jul 29 16:15:57 2016 Page 2 I D:YrVMpzVObwPLHyMfszXOYOywwHd-dmNbj,j8JF7rL6GUr3XsedkOJCewmH5a7NesbzytA60 LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) A Vert:1-3=-67,3-4=-67,5-8=-67,9-15=-7 Concentrated Loads(Ib) Veil:4=-600 • • • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10113/2015 BEFORE USE. __ I • Design valid for use only with MITeka connectors.this design Is based only upon parameters shown.and Is for an IndiNdual braiding component.not a hiss system.Before use.the bulling designer must verify the appllcabilty of design parameters and properly krcorporate N1k design Into the overall building design. Bracing indicated Is to prevent buckling of Irxdlvldual taus web and/or chord members only. Additional temporary and permanent tracing MNek' Is always regrired for stability and to prevent collapse with possible personal Inlay and properly damage. For general guidance regarding the tatrk:alon,storage,delivery,erection and bracing of trusses and tnus systems.seeANSI/IPI I Quality Criteria,DS8-$9 and BCSI Building Component 6904 Parke East Blvd. Sanely Information avdlable from has Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 --- Job I Truss truss Type Qty Ply Catalina I, 19161032 1052110 1703 ROOF SPECIAL 1 2 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256.Mitek Tampa 8.010 s Mar 30 2016 MiTek Industries,Inc. Fri Jul 29 16:16:24 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-KzVoN D24yYX?5FggwE W CEJMdJ40E bVIZK3ho 1 vytA5b -1-4-0 6-8-0 7-9-8 12-8-13 17.8.3 22-11-0 1 1-4-0 I 68 0 • 1-1-8 f 4-11-5 I 4-11-5 5-2-13 { Scale=1:41.4 3.00 FIT 6x8= 2x4 II 3 4 4x5= 4x5= 10x14= • " 5x12= 19 20 6 7 21 8 18 w w G 'iszi _ to I tin 2 J Y�� `a —� a N a 14 1312 11 10 9 3x6= 4x5= 4x5= 10x14 = 2x4 II 3x12 M18SHS= 4x5 6-8-0I __ 7-9-8 12-8-13 17-8-3 22-11-0 6.8.0 118 I 4.11.5 I- 4-11-5 5.2.13 Plate Offsets(X,Y)-- 13:0-4-0,0-2-121,15:0-6-12,0-1-01,16:0-2-0,0-2-01,17:0-2-4,0-2-01,[8:0-3-8,Edge1,110:0-3-8,Edge),111:0-2.4,0-2-01,(13:0-2-0,0-2-01,[14:0-2-0,0-2-01 LOADING(ps() SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.50 11-13 >550 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.78 11-13 >351 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.21 11-13 >999 240 Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1034/0-5-8 (min.0-1-8),2=1325/0-5-8 (min.0-1-8) Max Horz 2=62(LC 12) Max Uplift 9=-182(LC 9),2=-222(LC 8) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-3611/641,3-18=-3546/649,3-4.550/92,5-13=-455/99,4-5=-794/163, 5-19=-7551/1455,19-20=-7548/1455,6-20.7547/1455,6-7=-6421/1181,7-21=-4105/730, 8-21=-4105/730,8-9=-981/191 BOT CHORD 2-14=-662/3440,13-14=-1363/7025,12-13=-1181/6421,11-12=-1181/6421, 10-11=-730/4105 WEBS 3-14=-610/3287,3-5=-3652/692,6-13=-319/1572,6-11=-425/109,7-11=-461/2367, 7-10=-806/172,8-10=-709/3976,5-14=-4983/971 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=5.Opsf;BCDL=3.0psf;h=25f;B=45ft;L=2411;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-9-4 zone;C-C for members and forces&MWFRS for reactions shown;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 psi 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 lb uplift at joint 9 and 222 lb uplift at joint 2. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)600 lb down and 145 lb up at 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard wr nn IUVN LAI pray=C =11la 0 WARNING-VetHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MilokSo connectors.This design Is based only upon parameters shown.and is for an individual holding 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 txlldkng design. eacIng indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mifek• 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 teases and truss systems,seeANSI/1Ptl Quality Criteria,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina 79161032 1062110 103 ROOF SPECIAL 1 2 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256.Milek Tampa 8.010 s Mar 30 2016 Milek Industries.Inc. Fri Jul 29 16:16:24 2016 Page 2 ID:YrVMpzVObwPLHyMtszXOYQywwHd-KzVoN D24yYX?SFggwE W C EJMdJ4oEbVIZK3ho1 vytA5b LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3.67,3-4=-67,5-8=-67,9-15=-7 • Concentrated Loads(Ib) Vert:4=-600 • • • A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII 7473 rev.10W3/201S BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is tor en individual building component,not a truss system.Before use,the building designer must verify the applk:aWlly of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temlxxay end permanent L racing MiTek Is always required for stability and to prevent collapse with possible personal Inkry and property damage. For generd Quick/nee regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 QuaNty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information meltable from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempe.FL 33610 Job :Truss Truss Type Qty Ply Catalina 79161033 10521T0 IT04 HALF HIP 3 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256.Mitek Tampa 8.010 s Mar 30 2016 MiTek Industries.Inc. Fri Jul 29 16:17:34 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-HRkG39u_T3L4U0A70xnc44FcLIj4?AlsRyeWsytA4V -1-4-0 4-1-5 7-9-8 12.10.9 17-9-15 22-11-0 1 1-4-0 4.1.5 3-8-3 I 5-1-1 — 4-11-5 I 5-1-1 -- 1 Scale=1:42.2 3.00 FiY 3x4 II 4 4x5 — 4x5= 4x5= 4x10= u: 19 3 — 8x12= 20 21 6 7 22 8 J T _ rw ac( 2 18 iii.... o v1 . .1.1111111- 1:1- 14 1312 11 10 9 4x5= 4x5= 4x5= 4x10= 3x4 II 3x12 M18SHS= 4x5= 4-1-5 7.9.812-10-9 17-9-15 22-11-0 I 4 1 5 I 3-8-3 _ I 5-1-1 I 4-11-5 - I 5-1-1 Plate Offsets(X,Y)-- [2:0-2.1,0.2-01,(5:0.6-4,0-5-0],[6:0-2-0,0-2-01,[7:0-2-4,0-2-01,18:0-3.4,0.2.01,[10:0-3-4,0.2-01,[11:0-2-4,0-2-0],[13:0-2-0,0-2-01 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.66 11-13 >413 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -1.04 11-13 >263 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.10 9 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.28 11-13 >991 240 Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, 5-8:2x4 SP SS except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3"Except' 4-13:2x4 SP No.1,7-11,8-10:2x4 SP No.2 REACTIONS. (lb/size) 9=759/0-5-8 (min.0-1-8),2=961/0-5-8 (min.0-1-8) Max Horz 2=55(LC 12) Max Uplift 9=-133(LC 9),2=-158(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-2609/519,18-19=-2593/520,3-19=-2568/523,3-4=-463/81,5-13=-268/81, 4-5.431/113,5-20=-5651/1198,20-21=-5647/1198,6-21=-5646/1198,6-7=-4645/923, 7-22=-2929/561,8-22=-2929/561,8-9=-721/149 BOT CHORD 2-14=-552/2491,13-14.1090/5115,12-13=-923/4645,11-12=-923/4645,10-11=-561/2929 WEBS 3-14=-118/640,3-5=-2060/443,5-14=-2705/556,6-13=-281/1257,6-11=-315/86, 7-11=-369/1753,7-10=-591/134,8-10.543/2839 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=5.0psf;BCDL=3.0psf;h=25ft;B=45th;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-0 to 1-8-0,Interior(1)1-8-010 22-9-4 zone;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)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.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 133 lb uplift at joint 9 and 158 lb uplift at joint 2. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 97 lb up at 7-7-12 on top 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=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-4=-50,5-8=-50,9-15=-5 Concentrated Loads(Ib) Vert:4=-400 � 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10173/2015 BEFORE USE. , Deslgn valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an incilvWual holding component,not a truss system.Before use,the balking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of Indvldud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidoance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,08489 and BCS1 Budding 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 Catalina T9161034 1052110 T05 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:53 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-O9z5H3Y3Pt5OkgKLjZNF 1 qutr3YFO_rzzN R2SOytDr8 . -1-4-0 3-0-0 , 5-4-0 8-4-0 I 9-8-0 1-4-0 3-0-0 2-4-0 3-0-0 1-4-0 Scale=1:20.6 NAILED 4x5= NAILED 4x5= 4 23 5, 6.00 12 i t r 5x6 3 s 41111Pc4- 5x6 tE re r 2 7 N 111. N 1 C 1 r1 _ d 10 24 9 2x4 Ii NAILED 2x4 II 4x10 II 4x10 II 0-6-4I 3-0-0 5-4-0 l 7-9-12 . 8-4-0 i 0-6-4 2-5-12 2-4-0 2-5-12 0-6-4 Plate Offsets(X,Y)-- 12:0-6-0,Edgel,(7:0.6-0,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 0.17 Vert(LL) 0.01 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 9-10 >999 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.02 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:45 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 2=363/0-3-8,7=350/0-3-8 Max Horz 2=-36(LC 6) Max Uplift 2=216(LC 8),7=227(LC 8) Max Gray 2=363(LC 1),7=365(LC 37) 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=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch 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 216 lb uplift at joint 2 and 227 lb uplift at joint 7. 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)107 lb down and 147 lb up at 5-4-0 on top chord,and 61 lb down and 83 lb up at 3-0-0,and 61 lb down and 83 lb up at 5-3-4 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(pit) Vert: 1-4=,60,.4=5==60,•5.8==60,i 1=17=-20 Concentrated Loads(Ib) Vert:5=40(F)10=35(F)9=35(F)24=4(F) o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M1.7473 rev.10/032015 BEFORE USE. Design valid for use only with MI IekS connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulldog designer must verify the applicability of design parameters and property incorporate this design Into the overall lxitdkng design. Bracing indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab ricalion.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI BuNdkng 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 Oty Ply Catalina T9161035 10521 TO TO6 COMMON 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:54 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-sLXUVPZhAB_FMquXHHuUa1R2aTuwIRp6C1Ac_TytDr7 -1-4-0 4-2-0 8-4-0 9-8-0 I1-4.0 I 4-2-0 { 4-2-0 t-4-0 Scale=1:20.8 4x5 II 4 6.00 FIT 5x6 i 22 3 21 5 5x6 • Ir.. 72 ` - 1 6 m 7 ,- di 1 r _ d 8 2x411 3x8 11 3x8 I 0-6-4 4-2-0 7-9-12 8-4-0 0-6-4r I 3-7-12 3.7.12 0-6-4 Plate Offsets(X,Y)-- (2:0.1-8.0-4-11,16:0-4-0.0-4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 8 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 6 ri/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:44 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. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 2=413/0-3-8,6=413/0.3-8 Max Horz 2=-45(LC 10) Max Uplift 2=-i65(LC 12),6.165(LC 12) 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;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-2-0,Exterior(2)4-2-0 to 7-4-13 zone;cantilever left and right exposed;porch 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 165 lb uplift at joint 2 and 165 lb uplift at joint 6. A WARNING•%Wily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI7473 rw.10.'032015 BEFORE USE. Design valid for use only with MI IekS)connectors.this design B Mne based only upon parameters shown,and Is for an Irrddual bolding cornrxnnt.not , a truss system.Before use,the building designer must verity the appllcabltty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of IndMdual truss web and/or chord members only.Addifkwial temporary and permanent bracing MiTek* Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fab cation,storage.delivery,erection and tracing of trusses and truss systems,serrANSi/1PI I Quality Criteria,058.89and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 27314. Tampa.FL 33610 Job Truss !Truss Type Oty Ply Catalina j 19161036 10521T0 T07 ;COMMON SUPPORTED GAB 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:55 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-KY5silaJxV66z.Tkq_Pj7F_EPtGyUuBGRhw9WvyIDr6 l -1-4-0 6-5-8 12-11-0 l 14-3-0 1-4-0 6-5-8 6-5-8 1.4.0 Scale=1:25.8 5x6= 8 9 7 10 25 6 r I r 26 11 7I 6.00 3x8 II 5 S r 3x8 II 4 II 1213 3 � I 14 2 N tr. 15 a I - 'I, 4__ _ a 3 3x8 24 23 22 21 20 19 18 17 168 II 12-11.0 I 12-11-0 Plate Offsets(X,Y)-- (3:0-5-14,0-0-12),[13:0-5-14,0-0-121,11 4:Edge,0-2-121 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 15 Nr 120 MT20 244/190 • TCDL 10.0 i Lumber DOL 1.25 BC 0.02 Ven(TL) -0.01 15 n/r 120 BCLL 0.0 ' ; Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 Na Na I BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:73 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.3 REACTIONS. All bearings 12-11-0. (Ib)- Max Horz 2=59(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,14,21,22,23,24,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)2,14,20,21,22,23,24,19,18,17,16 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=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 6-5-8,Comer(3)6-5-8 to 9-5-8 zone;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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 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 20.0psf 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. 9)Solid blocking is required on both sides of the truss at joint(s),2. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,21,22,23, 24,19,18,17,16. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)14. 1 / itill— A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.1003/2015 BEFORE USE. r. . Design valki for use oNy with Mlleka connectors-INs design is based oNy upon cs pameters shown,and Is(or an Individual bolding component,not a truss system.Before use,the[wilding designer must verify the applicability of design parameters and properly Incortxrrate this design Into the overall bolding design. Bracing indicated Is to prevent buckling or Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSt/lPll Quality Cdteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdldlle from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Oly Ply Catalina T9161037 10521T0 T08 ROOF SPECIAL GIRDER 1 1 _ Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:56 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-pkfEv5bxioEzb82wOixyfSW ILGQTD95PgKfi3LytDr5 -1-4-0 1-0-0 , 4-2-8 } 9-8-0 15-1-8 1 18-4-0 i 19-4-0{ 20-8-0 1-4-0 1-0-0 ' 3-2-8 5-5-8 5-5-8 3-2-8 1-0-0 1-4-0 ' Scale=1:37.0 5x6= 5 NAILED 6.0012 8x12= 6x6= 6x6= 8x12 I 3 6 all� _' 8 fl do ♦ G1_ to r _ c � CIhi 15 14 13 12 11 10 k 3x8 I 2x4 II 4x5= 4x10= 4x5= 2x4 II 3x8 11 1-0-01 4-2-8 I 9.8-0 15-1-8 1 18-4-0 i 19-4-0 1-0-0 3-2-8 5-5-8 5-5-8 3-2-8 1-0-0 Plate Offsets(X,Y)-- [2:0-2-4,0-1-14],[3:0.5-3,Edgel,[7:0-5-3,Edge],[8:0-2-4,0-2.6] LOADING (psf) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.13 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.33 13-14 >696 180 BCLL 0.0 ' Rep Stress Incl NO WB 0.82 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-2-9,Right 2x6 SP No.2 1-2-9 REACTIONS. (Ib/size) 2=821/0-5-8,8=784/0-5-8 Max Horz 2=64(LC 31) Max Uplift 2=-i50(LC 8),8=-139(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-269/22,3-4=-2256/259,4-5.1202/153,5-6=-1202/153,6-7=-2234/252, 7-8=-260/15 BOT CHORD 2-15=-53/711,14-15=-54/732,13-14=-231/2326,11-13=-224/2304,10-11=-43/698, 8-10=-43/677 WEBS 3-14=-171/1606,4-14=-506/113,4-13.1318/189,5-13=-16/663,6-13=-1297/183, 6-11=-513/116,7-11=-184/1636 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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) 2=150,8=139. 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)86 lb down and 216 lb up at 18-4-0 on top chord,and 18 lb down and 32 lb up at 1-0-0,and 181b down and 32 lb up at 18-3-4 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(pif) Vert:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,7-9=-60,16-20=-20 Concentrated Loads(Ib) Vert:3=31(B)7=71(B) , mi. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITekt)connectors.this doslgn Is based only upon parcmeters shown,and Is for on Individual building comrxxxxnt.not a fitISS system.Before use,the building designer must verity the applicability of design parameters and properly kx:off mate this design into the overall building ng design. Bracing Indicated Is to prevent buckling of individual truss wet>and/of chord members only. Adaltkxx>i lerrnt><xary and permanent txuelrsg MuTek Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general grrld<nce r>lg<x<frnrg the fabrication,storage,delivery,erection and bracing of trusses and truss syslems,seeANSI/IP11 Quality Crtterla,DSB-89 and SCSI Budding Component i 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161038 10521T0 ITO9 ROOF SPECIAL 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:57 2016 Page 1 • I D:YrVMpzVObwPLHyMfszXOYQywwHd-HwDc7RbZT6MgDHd6yPSBCg3W KggpyjPZu_PGbnytDr4 3-0-0 6.2.8 9-8-013.1.8 16-4-0 19-4-0 I 3-0-0 I 3-2-8 I 3-5-8 3-5-8 3-2-8 I 3.0.0 Scale=1:33.6 5x6= 5 23 6x6 1166x6 /1 6.00 12 x6 66x6= 3 22 4x5 e• 4x5 8 2 N 1 ,r — 0a e Y b d � 1 I f l --- —" K13 12 11 10 3x8 II 4x5= 4x10= 3x6 4x5= 34 Il 3-0-0 9-8-0I 16-4-0 I 19-4-0 3-0-0 6-8-0 6-8-0 3.0-0 Plate Offsets(X,Y)-- ]1:0-2.4,0-1-14],(9:0-4-12,0-1-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.20 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.05 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=773/0-5-8,9=773/0-5-8 Max Horz 1.53(LC 10) Max Uplift 1=-85(LC 12),9=-85(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1140/260,3-4=-991/251,4-5=-1196/282,5-6=-1196/282,6-7=-991/251, 7-9=-1140/260 BOT CHORD 1-13=-186/960,12-13=-339/1582,10-12=-333/1582,9-10=-184/960 WEBS 3-13=-42/427,4-13=-710/179,4-12=-637/211,5-12=-143/803,6-12=-637/211, 6-10=-710/179,7-10=-42/427 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 6-2-8,Interior(1)6-2-8 to 9.8.0,Exterior(2)9-8-0 to 12-8-0,Interior(1)13-1-8 to 16-4-0 zone;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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9. 0 WARNING-Verity design panrrrwtora end READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MD-7473 rev.10433!2015 BEFORE USE. Design valid for use only with Mllelry)connectors.This design is based only upon parameters shown,and B for an individual building component.not .. a truss system.Before use,the building designer must verity the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrIcatkrn,storage,delivery,erection and bracing of trusses and tr ss systems,SeeANSI/TPtt Quality CrIterlo,DSB-89 and BCSI Buuding Component 6904 Parke East Blvd. Safely Infoenallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Terga.FL 33610 Job I Truss Truss Type Qty Ply Catalina 19161039 10521T0 IT10 ROOF SPECIAL 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:58 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-17n_KmcCEQVhgRCI W 6zQkicgA4BehBni7e8p7EytDr3 2-3-8 5-0-0 8-2-8 9-8-0 11-1-8 14-4-0 19-4-0 2-3-8 I 2-8-8 { 3-2-8 1-5-8 l 1-5-8 ' 3-2-8 5-0-0 ' Scale=1:33.4 3x6= 2x4 I 7x10 4x6 6 4x6 7x10 6.00112 3 .--G' /1,111 2x4 II 6x6— 22 ‘41i4 : 1.4111111111‘ 46 4x5 e 1 ' n a MN - LI 8 1d 14 13 12 11 15 4x5= 4x5 = 4x10= 3x6 2x4 I I 34 II 5-0-0 9-8-0 14-4-0 19-4-0 5-0-0 I 4-8-0 I 4-8-0 } 5-0-0 Plate Offsets(X,Y)-- 13:0-4-8,0-2-0],14:0-0-12,Edge],16:0-3-0,Edge],f7:0-0-4,Edge],18:0-4-8,0-2-01,110:0-4-12,0-1-14) • LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.12 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 10 rile n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 15=768/0-5.8,10=768/0-5-0 Max Horz 15=-45(LC 10) Max Uplift 15=-94(LC 12),10=-90(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1078/232,3-4=-1264/309,4-5=-1215/311,5-7=-1215/311,7-8=-1264/318, 8-10=-1124/258 BOT CHORD 14-15=-147/852,13-14=-138/947,11-13=-159/947,10-11=-161/944 WEBS 2-15=-1053/245,5-13=-317/153,3-13=-115/378,8-13=-98/383 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=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-3-8,Interior(1)2-3-8 to 9-8-0,Exterior(2)5-0-0 to 11-1-1,Interior(1)14-4.0 to 19-4-0 zone;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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,10. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • • • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MltekD connectors.This design is based only upon parameters shown,and is for an Individual holding component,not . a truss system.Before use,the braking designer must verify the applicability of design Ixxarneters and properly incorporate this design Into the overall building design. ®acing Indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal aim and property damage. For general guidance regaalng the krtxication.storage,delivery,erection and bracing of trusses and truss systems,senANSI/IPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina 19161040 10521T0 T11 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:59 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYGywwHd-DJKNY6dq?jdYSbnV3gUtH58nrUW WObnrMluMfgytDr2 3-11-0 6.7.8 12-8-8 18-3-14 19-4-0 I 3-11-0 I 2-8-8 I 6-1-0 I 5-7-6 I 1-0-2 Scale=1:34.1 6.00 12 6x6 ,t 7x10= 3 13 4 2x411 1411 6x6 *� 1p 14 CJ 12 2x4 Il 5 7xs= d a 6 10 9 8 7 114x5= 4x10= 3x6= 4x6= 2x4 I 6-7.8 12-8-8 19-4-0 6-7-8 I 6-1-0 I 6-7-8 Plate Offsets(X,Y)-- 14:0-4-8,0-2-0),[7:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. In (lac) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.65 Vert(LL) -0.07 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.18 8-10 >999 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.44 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:97 lb FT=20% ------------ ---------- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=762/0-5-8,7=762/0-5-0 Max Horz 11=-42(LC 12) Max Uplift 11=-110(LC 8),7=-80(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1015/218,3-4=-893/221,4-5=-1058/218 BOT CHORD 10-11=-180/911,8-10=-136/874,7-8=-139/870 WEBS 2-11=-1057/250,5-7=-1132/274 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=5.0ps1;BCDL=5.Opsf;h=25tt;B=4511 L=2411 eave=411;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-7-8,Exterior(2)6.7-8 to 15.8-8,Interior(1)15-8-8 to 18-3-14 zone;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 lit 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)7 except(jt=lb) 11=110. • • __ L A WARNING-VMNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 115.7473 rev.10M3/2015 BEFORE USE. pa Design valid for use only with MltekD connectors.lb&design h based only upon parameters shown.and Is for on Individual building component.mit a truss system.Before use-the btilcIng designer must verify the applicabBety of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual Inns web and/or chord members only. Additional temporary and permanent Lxacinc MiTek' Is always required for stability and to prevent collapse with possible personal Injury aril property damage. For general gridance regarding the fabrication.storage.delivery.erection aid bracing of trusses and truss systems.seeANSl/1PI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available horn Trus Plate Institute.218 N.Lee Street.State 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161041 10521 TO T12 ROOF SPECIAL 1 1 Job Reference optional) _ 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:00:59 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-DJ KNY6dq?jdYSbnV3gUf H58tFUZJQeQrMluMfgylDr2 1-11-0 4-7-8 9-8-0 14-8-8 17-9-12I 19-4-0 I 1-11-0 2-8-8 5-0-8 I 5-0-8 3-1-4 1-6-4 Scale=1:33.9 7x10= 7x10 6.00 12 2x4 II 3 14 15 4 16 17 5 2x4 II 6x6— 6x6= 2x4 II 6 7 r / 116. CJ <75n 12 11 t0 9 8 13ib= 4x5_ 4x10= 3x6 4x5= 4x5= 4-7.8i 9-8-0 I 14-8-8 I 19-4-0 4-7-8 5-0-8 5.0-8 4-7-8 Plate Offsets(X,Y)-- 13:0-4-8,0-2.01,[5:0-4-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.04 11 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=762/0-5-8,8=762/0-5-0 Max Horz 13=-24(LC 10) Max Uplift 13=-i03(LC 8),8=-95(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1082/222,3-4=-1334/299,4-5=-1334/299,5-6=-1089/225 BOT CHORD 12-13=-191/802,11-12=-175/950,9-11=-163/951,8-9=-173/739 WEBS 2-13=-1022/239,3-11=-115/487,4-11=-344/153,5-11=-116/487,6-9=-23/271, 6-8=-985/245 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=5.Opsf;BCDL=5.0psf;h=2511;B=45ft;L=24ft;eave-4f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-11-0,Interior(1)1-11-0 to 4-7-8,Exterior(2)4-7-8 to 17-9-12,Interior(1)17-9-12 to 19-2-4 zone;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)8 except(jt=lb) 13=103. A WARNING-Verify design parameters end READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0/2015 BEFORE USE. la Design valid for use only with MltekE connectors.This design is based only upon rxxarneters shown,and Is for an irxllvklual building component,not a truss system.Belore use.the building designer must verify the applk:aW lty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling or individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses and truss systems.seeANSt/WMl Qualify Cdteda,DSB-89 and SCSI Baking 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 I Truss Type City Ply Catalina T9161042 10521T0 T13 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:01 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYOywwHd-91S7zof4XLtFhvxtBF W 7MW DA9H7xuTm8pcNTkZyIDrO I 2-7-8 7-4-8 1 12-1-8 1 14-5-0 I 17-3-10 1 18-9-8 I 2-7-8 4-9-0 4.9.0 2-3-8 2-10-10 1-5-14 • Scale=1:32.8 5x6 • 6 NAILED 6.00 12 7x10 2x4 II 6x8:400001.21111111%40411._ 3 NAILED NAILED 4 NAILED 7 6x6= 2x4 II - 8 4xowa 1 1 I 1 �' '��T -r w fi .11111 N 1 o = 111 � N . id- Aiins no 101111 nn n �/ 13 23 24 t2 25 26 11 10 9 4x10 II 2x4 NAILED 4x10 NAILED NAILED 3x8MT2OHS= 4x10 4x5= NAILED NAILED NAILED 2-7-8 7-4-8 14.5-0i 18-9-8 I 2-7-8 + 4.9-0 i 7-0-8 4-4-8 Plate Offsets(X,Y)-- 11:0-3-8,Edge1,13:0-4-0,0-2-01 LOADING (psi) SPACING- 2-0-0 II CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.39 10-12 >576 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:97 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.14 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 1-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=858/0-5-8,9=847/Mechanical Max Horz 1=34(LC 31) Max Uplift 1=-116(LC 8),9=-i15(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=-1243/201,3-4=-2368/422,4-5=-2368/422,5-6=-1160/172,6-7=-1157/168 BOT CHORD 1-13=-170/1057,12-13=-165/1052,10-12=-318/2033,9-10=-106/690 WEBS 3-12=-264/1412,4-12=-335/154,5-12=-100/410,5-10=-1312/267,6-10=-108/839, 7-10=-29/388,7-9=-1050/166 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=5.Opsf;BCDL=5.Opsf;h=25ft;8=4511;L=24ft;eave=4ft;Cat. Il;Exp B;End.,GCpi=0.18;MWFRS(directional);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 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 100 lb uplift at joint(s)except(jt=lb) 1=116,9=115. 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)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=-60,3-5=-60,5-6=-60,6-7=-60,7-8=-60,9-14=-20 Concentrated Loads(Ib) Vert:13=-4(F)18=-2(F)19=-2(F)21=-2(F)22=-7(F)23=-7(F)24=-7(F)25=-16(F)26=-166(F) � 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Idi Design valid for use only with Mlfekn connectors.Ns design Is based only upon parameters shown,and I$for an individual building component,not a truss system.Before use,the brikiin0 designer must verify the appilcablity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txocing MiTek* is always required for stability and to prevent collapse with possble personal infrry and property damage. Ior general guidance regarding the fabrication.storage,delivery,erection and tracing of trusses and truss systems,see.ANSI/IPI I Cudly Criteria,DSB-89 and BCS'Building Component 6904 Parke East Blvd. Safety Information available from truss relate InsItMe,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Oty Ply Catalina T9161043 ' 10521T0 T14 JACK-CLOSED GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:01 2016 Page 1 ID:YrVMpzVObwPL HyMiszXOYOywwHd-9iS7zof4XLtFhvxtBFW 7MW DF7HEOub?BpcNTkZytDrO 2-7-8 2-7-8 ' Scale=1:13.6 2x4 II 3 6.00 12 2 1 3x4 c\ T • , I 1 {-I x 4 7 5 JUS24 4x5= 6 4 2x4 II 2-7-8 2-7-8 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:14 lb 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=352/0-5-8,5=186/Mechanical Max Horz 6=35(LC 8) Max Uplift 6=-23(LC 8),5=-40(LC 8) 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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 100 lb uplift at joint(s)6,5. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-8-4 from the left end to connect truss(es)to front face of bottom 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(Ib) Vert:7=-350(F) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MN-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mileke connectors.Bis design Is based only upon parameters shown.and h for an hdMdual building component.not lot a truss system.Before use,the building designer must verify the a{xiicablly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal kilts)/and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tnrsses and truss systems.seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 �Joh- Truss Truss Type Ory Ply Catalina T9161044 10521TO T15 ROOF SPECIAL 1 1 Job Reference joptional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:02 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-duOVA8Ii He?6J3W 4Iy2MvjmOYhcmd1212G61 G?ytDr? 4-11-0 7-3-8 9-3-8 II 4-11-0 I 2-4-8 I P-0.0 455 I I Scale=1:21.4 3 6.00 Fri Ablith 4x5= 2x4 II 13 4 5 (7 4x5 12 '� 11 Ch 2 r,. m c• 1 �' 1 N 1111111011. III iii : ♦ 7 6 5x6 II 2x4 I 3x4= 4-11-0 9-3-8 II 4-11-0 I 4-4-8 Plate Offsets(X,Y)-- 11:0-1-8,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 7-10 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.05 7-10 >999 180 BCLL 0.0 ♦ Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:42 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=366/Mechanical,6=366/Mechanical Max Horz 1=37(LC 12) Max Uplift 1=-36(LC 12),6=-45(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-372/133,3-4=-374/133 BOT CHORD 1-7=-103/308,6-7=-103/308 WEBS 4-6=-411/148 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-0,Exterior(2)4-11-0 to 7-3-8 zone;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. 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)1,6. II� V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1aU3/2015 BEFORE USE. la Design valid for use only with MIieIrU connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the balking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal knkiy and property damage. RN general guidance regarding the lubrication,storage-delivery,erection and bracing of trusses and truss systems,serANSI/iPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply Catalina T9161045 10521T0 T16 ROOF SPECIAL 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:03 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-54atOUgK2y7zxD5GIgZbRxJZg5y9MUBRHwsaoRytDr_ -1-4-0 4-11-0 6-9-6 9-3-8 • 1-4-0 4-11-0 I 1-10-6 2-6-2 Scale=1:21.9 4x5 '1 4 Pk4x5= 2x4 II 6.0072 5 6 411111111 ,ri . a^, 4x5 13 A 3 2 N 1 10 IEIIIIIMIMIIIIII ,: pir- 8 7 2x4 II 3x8 1 1 3x4— 4-11-0I 9-3-8 4-11-0 4-4-8 Plate Offsets(X,Y)-- (2:0-4-12,0-1-14) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 8-11 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 8-11 >999 180 • BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS l Weight:46 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=452/0-5-8,7=360/Mechanical Max Horz 2=74(LC 12) Max Uplift 2=-82(LC 12),7=-44(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-387/110,4-5=-351/135 BOT CHORD 2-8=-113/300,7.8=-113/300 • WEBS 5-7=-383/151 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4.0 to 1-8-0,Interior(1)1-8-0 to 4-11-0,Exterior(2)4-11-0 to 6-9-6 zone;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)2,7. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED?WEB REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. pa Design valid for use onlyM with iele&9 connectors.this design is based only upon parameters shown,and Is for an Individual building component,not 1 a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 twirling design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal b*Msy and property damage. For general guidance regarding the kiricatkm,storage,delivery.erection and bracing of trusses and truss systems,seeANSVI'PI1 Gladly Cdioda,DS8-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9161046 1052110 T17 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:03 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-54atOUgK2y7zxD5GIgZbRxJZn5y4M UvRHwsaoRytDr__ -1-4-0 4-11-0 I 6-3-4 9-3-8 I . 1 1-4-0 I 4-11-0 1-4-4 3-0-4 Scale=1:21.9 4x5 I 4 4x5= 2x4 11 5 - 6.0012 a • F 4x5 G 13 c% N 3 ,n I, cv N O N 2 1 L i \ g 7 • 2x4 II 3x8 11 3x4= 4-11-0 I 9-3-8 4-11-0 4-4-8 Plate Offsets(X,Y)-- ]2:0-4-12,0.1-14] -- r LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 I Vert(TL) -0.03 8-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:47 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.3 BOT CHORD Rigid ceiling directly applied 0110-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=452/0-5-8,7=360/Mechanical Max Horz 2=81(LC 12) Max Uplift 2=-80(LC 12),7=-46(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-389/112,4-5=-339/136 BOT CHORD 2-8=-124/303,7-8=-124/303 WEBS 5-7=-372/157 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-0,Exterior(2)4-11-0 to 6-3-4 zone;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. 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)2,7. is A WARNING-Verify design param.tars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mq-7473 row.1603/2015 BEFORE USE. Design valid for use only with Mltekli connectors.INs design is based only upon parameters shown,and Is for en Individual.siding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requited to stability and to prevent collapse with posble personal iniuy 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 SCSI Bullring Component 6904 Parke East Bird. Safety Infomsafon available frau Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 ,..5qr:.. -.. Job Truss Truss Type Qty Ply Catalina 19161047 10521T0 T18 ROOF SPECIAL 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:04 2016 Page 1 ID:YrVMpzVObwPLHyMfsZXOYQywwHd-aHBF bghzpGFgYMfSsN4q_BrkfVHG5wnbVab7KtytDgz -1-4-0 4-11.0l 5-9-2 9.3.8 1-4-0 I 4-11-0 0-10.2 3-6-6 Scale=1:21.9 4x5 II 4 2x4 II 5 4x5= 6 r1 6.00 12 ': - ?, 4x5 13 d r1. o 3 N N 2 1/0 w MI 111 • 8 7 11114.1 4 3x8 II 2x II 3x4_ 4-11-0I 9-3-8 4-11-0 4-4-8 Plate Offsets(X,Y)-- [2:0-4-12,0.1-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Inc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.03 8-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 2 Na n/a BCDL 10.0 i Code FBC2014/TPI2007 Matrix-MS _ _ _ Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=452/0-5-8,7=360/Mechanical • Max Horz 2=88(LC 12) Max Uplift 2=-78(LC 12),7=55(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-390/110,4-5=-325/135 BOT CHORD 2-8=-130/304,7-8=-130/304 WEBS 5-7=-363/158 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8.0 to 4-11-0,Exterior(2)4-11.0 to 5-9-2 zone;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 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)2,7. • i a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 rev.10W312016 BEFORE USE. id• Design valid for use only with MlekN9 connectors.1Ns design Is based only upon r earn'kxs shown,and Is for an individual betiding component,not a truss system.Before nae,the bulking designer must verify the appilcatAllty of design pr eurneters and properly Incorporate Ns design into the overall bolding design. Bracing indicated Is to prevent buckling of indIvidu l truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble personal inlay and property damage. For general guidance regarding the East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANS,/TPII Quality Criteria,DSB-89 and BCSI Building Component ng Component Tampa.04 FL Et 0 • Safety Inlormason available from Luys Plate Institute.218 N.Lee Street.Sale 312,Alexandria,VA 22314. u..rv. .<. "shill Job Truss Truss Type Oty Ply Catalina T9161048 10521TO T19 Half Hip Girder 1 1 .Job Reference(optional 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:05 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-2TieoAibaZNhAW EfO5b3W MOoMVZ0gl NkkELhsKytDgy -1-4-0 7-0-0 10-8-12 14-5-8 1-4-0 7-0-0 3-8-12 3-8-12 NAILED NAILED NAILED Scale=1:41.0 7x10 NAILED 2x4 II 5x12= 3 12 4 13 14 5 �m 1 ,jf" I s.00 12 B 4x6= 4x5 a 2 1froloor 4x6_ 11 111111100 nn Eli 0 N 8 15 7 16 17 6 9 NAILED 2x4 P 45= 4x10= 354 I NAILED NAILED 7-0-0 10-8-12i 14-5-8 { 7-0-0 3-8-12 3-8-12 Plate Offsets(X,Y)-- 13:0-4-8,0-2-01,15:0-3-8,0-3-01 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 8-9 >983 180 BCLL 0.0 " Rep Stress Incr NO WB 0.50 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 9=1016/0-5-8,11=1175/0-3-8 Max Horz 9=199(LC 8) Max Uplift 9=-366(LC 8),11—574(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-905/417,3-4=-540/277,4-5=-540/277,2-9=-950/398 BOT CHORD 7-8=-410/740 WEBS 3-8=-199/396,3-7=-412/265,4-7=-443/253,5-7=-523/1003,2-8=-329/736 NOTES- . 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s)11 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 100 lb uplift at joint(s)except(jt=lb) 9=366,11=574. 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)407 lb down and 376 lb up at 7-0-0 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(pit) Vert:1-2=-60,2-3=-60,3-5=-60,6-9=-20 Concentrated Loads(Ib) Vert:3=-120(F)8=-332(F)12=-120(F)13=-120(F)14=-125(F)15=-62(F)16=-62(F)17=-64(F) mii. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. Design valid for use only with MITekts connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the bulking designer must verity the applIcablIty of design parameters and properly incorporate this deslgn Into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent Ixaci ng MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality CrIterla,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Sutte 312.Alexandria.VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply Catalina 19161049 10521T0 T20 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:05 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-2TieoAibaZNhAW EfQ5b3W MOrbvWOgJzkkELhsKytDgy -1-4-0 4-7-12 9-0-0 14-5-8 1-4-0 • 4-7-12 { 4-4-4 I 5-5-8 6x6 \\ Scale=1:44.5 5x12= 4 12 13 5 t♦� r� 6.00'12 4x5 3 0 BO 4x6= • 2x4 II 11 ro n 2 I r ■S 4x6= 10 9 Q • 4 N IN MINIM Pg Y 91 14 157 16 6 6 4x5= 4x10 2x4 I 9-0-0 14-5-8 I9-40 I 5-5-8 Plate Offsets(X,Y)-- [5:0-4-8,0-2-121 LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.17 7-8 >973 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.44 7-8 >385 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.06 10 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS t Weight:116 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=659/0-5-8,10=526/0-3-8 Max Horz 8=228(LC 12) Max Uplift 8=-55(LC 12),10=-116(LC 12) Max Gray 8=659(LC 1),10=571(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-376/79,4-5=-292/107 BOT CHORD 7-8=-225/348 WEBS 5-7=-169/459,3-8=-452/12 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9.0.0,Exterior(2)9-0-0 to 13-2-15 zone;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 20.0psf 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)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 10=116. F a WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MN-7473 rev.1(/03/2015 BEFORE USE. Design valid for use only with t 51ek&connectors.this design Is based only upon parameters shown.and Is for an Individual holding component,nor a truss system.Before use,the building designer must verily the appllcabllty of design parameters and properly lrcorpx,rate flus design into the overall bolding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadkng the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSi/IPI I Quality Cdtela,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty ;Ply Catalina T9161050 10521T0 T21 :Half Hip 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:06 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-W lFOOViDLtVYogpr_o613Zx20lyCZn8tzu4EOmytDgx -1-4-0 5-7-8 10-11-8 14-5-8 1 1-4-0 I 5-7-8 5-4-0 3-6-0 3x4- 6x6 h. Scale=1:50.6 5x12= 3x4= 3x4= 4 5 3x4 6.00 riF 4x5 i 13 3 11. Ir/ilif 4x6= '9 N 4x5% 12 % 2 1 1 il ■ 4x6= 11 10 0 f N 92x4 I 8 7 6 4x5= 4x10= 2x4 11 0-9-6 5-7-8 I 10-11-8 14-5-8 I 0-6-6 5-7-2 5-4-0 3-6-0 Plate Offsets(X,Y)-- [5:0-4-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.02 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.04 11 rt/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:140 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3'Except* WEBS Web Brace:Length(member) 6-1-5(4-7); 5-10:2x6 SP No.2 REACTIONS. (lb/size) 9=659/0-4-4,11=526/0-3-8 Max Horz 9=256(LC 12) Max Uplift 9=-39(LC 12),11=-132(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-477/57,3-4=-279/39,2-9=-611/142 BOT CHORD 8-9=-271/159,7-8=-200/367 WEBS 3-7=-285/175,5-7=-204/448,2-8=0/392 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=5.0psf;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4-0 to 1-8-0,Interior(1)1-8-0 to 10-11-8,Exterior(2)10-11-8 to 13-10-4 zone;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. 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 11=132. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/1015 BEFORE USE. NT. Design valid for use only with Mileke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use,the building designer must verify the applkxtlity of design parameters and properly Incorporate this design kilo the overall building design. Bracing indicated is to prevent Deciding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always regrlred tor stability and to prevent collapse with possble personal kslury and property damage. for general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualy Criteria.05849 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job I Truss Truss Type Oty 1 Ply Catalina T9161051 1052170 722 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:07 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-_spODrjr6BdPPg01 XVdXcnTBFiFfIHVI CYgowCytDgw -0r7-12 5.4.0 ,6-10.0 017- 12 5-4-0 '1-6-0{ Scale=1:66.4 3x4 6.00112 3x4=3x4=4x5= 5x8= 3x4 3x4= 2 3 iEatr 3x4:: ••••••00090.100.°1111.1 4x6= N NQ74x6• 7qQ 6 6 .x, V, • 10 2x4 II 4 5 4x10 Q 7 6 5-4-0 6-10-01 07.6 5-4-0 '1-6-0 Plate Offsets(X,Y)-- [3:0-4-0,0-2-12],[5:0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.08 4-5 >947 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.21 4-5 >377 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 7 ilia ilia BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:99 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3*Except* WEBS Web Brace:Length(member) 7-1-10(2-4); 3-6:2x6 SP No.2 REACTIONS. (lb/size) 5=260/0-7-0,7=226/0-3-8 Max Horz 5=75(LC 12) Max Uplift 7=-118(LC 12) Max Gray 5=290(LC 18),7=240(LC 17) 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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-0,Exterior(2)5-4-0 to 6-2-12 zone;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)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=118. 1 � A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with Mltekei connectors.this design Is based only upon parameters shown.and Is to an individual building component,not a taus system.Before use,the balding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always requked for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl I Quality Criteria,DSB-89 and SCSI Building Component Solely Information available from Teas Plate Instttute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161052 1 10521 TO T23 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:07 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-_spODrjr6Bd PPgO1 XVdXcnTFkiJzIIG1 CYgowCylDgw 4-10-0 4.10-0 6.00 riT Scale=1:55.7 2 • 3x8 3x4 i i 1 4x6= cs b • NI 4x6= 6 cq7 W 2x4 II 3 4 3x4= -0-7-6 5-5-6 Plate Offsets(X,Y)-- 112:0-4-0,0-1-4),14:0-2-0,0-0-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP S TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 3-4 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 4=180/0-7-0,6=147/0-3-8 Max Horz 4=59(LC 12) Max Uplift 6=-130(LC 12) Max Gray 4=180(LC 1),6=158(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 4-2-12 zone;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)Bearing at joint(s)6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=130. • • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7073 rev.10107/201b BEFORE USE. IIII Design valid for use only wnh Wert)connectors.ails design is based only upon parameters shown-and Is for an Individual building component.not a truss system.Before use,the building cleslgnnr must verify the applicability of design parameters a d properly incorporate this design Into the overall binding design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek B always required for stability and to prevent collapse with possible personal hfuay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVTP11 Quality CrItoria,DSB-89 and SCSI BuRding Component 6904 Parke East Blvd. Safely Intormahon available from Truss Plate institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. —_ Tampa.FL 33610 Job Truss Truss Type Qty 'Ply Catalina T9161053 ,10521TO T24 'Roof Special Girder 1 1 2 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:09 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-wEx8eX15eot7f8YQ1wg?hCZUyW skm21K1sJu?SytDqu 2-5.85-6-8 10-9-8 13-4-8 15-11-7 20-10.13 25-10-3 28-1-8 31-1-0 { 2-5-8 i 3-1-00 5-3-0 I 2-7-0 I 2-7-0 I 4-11-5 I 4-11-6 2-3-5 2-11-8 Scale=1:53.8 4x5= 4x5= 4x5= 4x10= 3x6= 4x5= 4x5= 1 2 28 3 27 4 5 6 28 7 29 8 9 0 $ [7 a til El d [7 21 "'W11118 1. ��i��i8 lii��ii iii ii���ut _12 �o 19 �� - 5 t t �: 3n �-_i� 31 32 33� 34 35 7x10= � 37 36 39 14 40 41 13 42 43 44 23 22 18 17 16 4x5= 4x10= 11 10 4x10= NAILED 7x10= NAILED NAILED NAILED 4x5 II NAILED NAILED NAILED NAILED 4x10=NAILED NAILED NAILED NAILED NAILED 3x4 II NAILED NAILED 2-5-8 5-6-8 10-9-8I 13-4-8 15-11-7 I 20-10-13 I 25-10-3 I 28-1-8 I 31-1-0 ' 2-5-8 3-1-0 5-3-0 2-7-0 2-7-0 4-11-5 4-11-6 2-3-5 2-11-8 Plate Offsets(X,Y)-- 115:0-6-4,0-4-01,119:0-6-0,0-4-01 1 LOADING (psi) SPACING- 2-0-0 ICSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.13 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.37 14-15 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.73 Horz(TL) 0.20 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:461 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* except end verticals. 22-24,3-18,6-16,11-25:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 23=2726/0-5-8,10=2684/0-5-8 Max Uplift 23=-397(LC 4),10=-391(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 21-23=-2472/377,1-21=-2387/391,1-2=-2573/383,2-3=-2573/383,3-4=-4101/606, 4-6=-4504/669,6-7=-3885/572,7-8=-2473/374,8-9=-2473/374,10-12=-2627/419, 9-12=-2436/406 BOT CHORD 19-20=-612/4140,3-19=-150/1151,6-15=-51/458,14-15=-676/4554,13-14=-572/3885 WEBS 1-20=-505/3362,2-20=-350/152,3-20=-2091/327,4-17=-2226/342,17-19=-556/3831, 4-19=-144/759,4-15=-253/1625,15-17=-553/3813,6-14=-904/161,7-14=-125/1068, 7-13=-1972/296,8-13=-312/138,9-13=-515/3338 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=31ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 23=397,•10=391. 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-60,22-23=-20,19-21=-20,16-18=-20,12-15=-20,10-11=-20 Cnntieued on oaae 2 __ A WARNING-VMfy design parernsiara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS ra -7473 v.10/03/201S BEFORE USE. Design valid for use only with Mitek®connectors.Ibis design Is based only upon parameters shown,and Is for an individual building component.not a Inas system.Before use,the bulling designer must verity the appllca[Nlty of design parameters sod properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of IndM dual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal hMy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and teas systems.seeANSI/tPl t Quality Cdferla,DSB-89 and SCSI Building Componrrnt 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 Catalina 19161053 10521T0 T24 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:09 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYQyW WHd-wEx8eX15eot7f8YQfwgThCZUyWskm2IKfsJuTSytDqu LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:19=-207(F)14=-189(F)30=-208(F)32=-168(F)33=-168(F)34=-168(F)35=-168(F)36=-207(F)37=-207(F)38=-189(F)39=-189(F)40=-189(F)41=-189(F) 42=-189(F)43=-207(F) 1, f MN IIMP A WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. liut 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Addlional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Curly Cdteda,D5849 and SCSI Building Component 6904 Parka East Brod. Safely Information available from Truss Plate institute,218 N.Lee Skeet,Suite 312,Abexanc*la.VA 22314. Tampa.FL 33610 Job (Truss Truss Type /Qty Ply Catalina T9161054 1052110 T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:10 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-OQVXStmIP6?_GH7cDeBEDP5jKwGEVXGTuW 2SXXytDgt 2.5.8I 6-4-11 I 10-9-8 {12-5-14 l 15-11-7 I 18-7-2 24-8-5 28-1-8 31-1-0 I 2-5-8 3-11-3 4-4-13 1-8-6 3-5-9 2-7-10 6-1-3 l 3-5-3 2-11-8 Scale=1:53.4 4x5= 4x5= 4x5= 3x6= 4x5= 4x5= 25 262 3 4 5 6 27 7 o n U g n - I,. -- "I 1 6 'g o 13 J 911 19 12 11�_1.4 io '&J 15 13 - QPSS 24 23 4x5= 18 4x5= 3x6=17 4x10= 4x5= 9 8 2.5.8I 6.4.11 10-9-8 12-5-14 i 15-11-7 I 18-7-2 I 24-8-5 28-1-8 31-1-0 2-5-8 3-11-3 4-4-13 1-8-6 3-5-9 2-7-10 6-1-3 3-5-3 2-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.08 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.25 17-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 • Code FBC2014/TPI2007 Matrix-MS I Weight:221 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 21-23,18-19,14-17,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:23-24,8-9. WEBS 1 Row at midpt 1-24,7-8 REACTIONS. (lb/size) 24=1232/0-5.8,8=123210-5-8 Max Uplift 24—160(LC 8),8=-160(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22-24=-1199/238,1-22.1172/249,1-2=-1104/190,2-3=-1595/271,3-5=-1605/270, 5-6=-1605/270,6-7=-1102/186,8-10=-1195/223,7-10=-1170/232 BOT CHORD 19-20=-190/1104,16-19=-173/1028,14-16=-255/1518,13-14=-271/1595, 12-13.186/1102 s',, WEBS 2-20=-871/243,1-20=-253/1482,2-16=-116/678,6-12=-883/239,7-12=-249/1479, 6-13=-117/694,3-16=-3681139,5-13=-358/140 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45fh L=31 ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3.1,Interior(1)3-3-1 to 30-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 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)except(jt=lb) 24=160,8=160. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7473 rev.10/03,2015 BEFORE USE. on Design valid for use only with MIIekto connectors.This design is lased only urxus rxaarneters shown.oral Is for an Individual building component-not a truss system.Before use,the building designer must verify the applicability of design rxxometeis and pxorx'rly incolpx note this design into the overall building design. Wacing Indicated Is to prevent buckling of Individual truss web and/ox chord nsernb ets only. Additional temporary and r.sermcnont Ixachsg MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabk:alkni storage,delivery.erection and bracing of trusses and t uss systems,sec/ANSI/MI Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Site 312.ATexadda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161055 10521T0 T26 Roof Special 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:11 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-sd3v3DmMAP7ruRiomLiTmcenRJZTEfocc6Ao?4zytDgs 15-11-7 6-4-11i 12.5.14 I 15-6-8 15,7-a 18.7-2 24-8-S 28-1.8 31-1-0 6.4.11 6-t-3 3-0.10 0-1-6 2.7-10 6.1.3 3-5-3 2.11-8 4x5= 4x5= 7x6 0p 3-t 5= 4xS= 4x5= Scale=1:66.4 1 21 2 22 3 4 5 6 23 7 ae a& f r.: / I w\ (,) g., ® O 3i dD FaI� 3 — b 24 25 26 27 13 28 12 11 9 29 10 8 18 17 165x8_ 15 4x10= = 10x12= 3x4= 3x4= 3x4= 4x5= 3x4= 3x4= 3x4= 3x4= 3x4= • 4x10= . 6-4-11 12-5-14 15.11-7I 18-7-2 l 24-8-5 I 28-1-8 i 31.1-0 6-4-11 6-1-3 3-5-9 2-7-10 6-1-3 3-5-3 2-11-8 Plate Offsets(X,Y)-- (8:Edge,0-2-01,[14:0-2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.43 15 >859 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.82 15 >452 180 BCLL 0.0 " Rep Stress Incr YES WB 0.81 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:263 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 9-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' WEBS 1 Row at midpt 7-8 7-8:2x4 SP No.2 Web Brace:Length(member) 5-2-5(1-18);5-2-5(2-17); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 18=1270/0-5-8,8=1316/0-5-8 Max Horz 18=-1(LC 12) Max Uplift 18=-141(LC 8),8=-118(LC 9) Max Gray 18=1298(LC 17),8=1454(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1212/232,1-2.878/131,2-3=-1470/192,3-4=-1470/190,4-5=-1469/197, 5-6=-1468/196,6-7=-1023/141,8-10=-1314/193,7-10=-1209/216 BOT CHORD 13-14=-202/1489,11-13=-141/1023 WEBS 1-17=-203/1365,2-17=-1024/234,14-17=-140/816,6-13=-83/668,6-11=-912/227, 7-11=-212/1455,5-13=-301/114,14-16=0/296,3-14=-283/113,2-14=-88/882 • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=31ft;eave=4it;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-1,Interior(1)3-3-1 to 30-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 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=10.0pst. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 18=141,8=118. • 0 WARNING-Verify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rov.1a03/2015 BEFORE USE. mg Design valid for use only with tvlllekll connectors.This design B based only upon parameters shown,and is for an hdlvickual bolding component,nol o truss system.Before use,the bulking designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of IndNkival truss web and/or chord members only. Additional temporary and permanent bracing Niel( k' is always required for stabil y and to prevent collapse with posstle personal injury and property damage. For general guidance regarding the 6904 East Blvd. fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Criteria,OSB-89 and BCSI Building Component Tampa,0ParkeF33610 East Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty /Ply Catalina T9161056 .1052110 T27 Roof Special 1I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:12 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-LpdHGZn_xj Fi W bH?K3DiJgB1 IjxwzPSmLgXZcQytDgr 1-1-8 7-4-0 13-6-8 17-7-8 24-4-4 28-1-8 31-1-0 { 11-1-81 6-2-8 I 6-2-8 4-1-0 i 6-8-12 3-9-4 2-11-8 6.00 112 7x6 Scale=1:57.4 4x5= 6x6 /I 2 21 22 3 23 24 4 1 00001in a illii 26411/6: 46= axs= 5 6 7 27 I oi I t lo I. li 14 12 19 28 18 17 5x8= 16 3 =13 30 4x5= 9 31 32 8 4x5= 4x10= 455= 7-4-0 13-6-8 , 15-11-7 17-7-8 , 24.4.4I 28-1-8 { 31-1-0 i 7-4-0 6-2-8 ' 2-4.15 1-8-1 ' 6.8.12 3-9-4 2-11-8 Plate Offsets(X,Y)-- (15:0.2-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.12 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.30 16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.07 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:249 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 16-20,9-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:8-9. OTHERS 2x4 SP No.3 10-0-0 oc bracing:14-15 WEBS 1 Row at midpt 7-8 T-Brace: 2x4 SP No.3-3-18,1-19,2-19 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. i REACTIONS. (lb/size) 8=1255/0-5-8,19=1257/0-5-8 Max Horz 19.44(LC 12) Max Uplift 8=-123(LC 9),19=-134(LC 12) Max Gray 8=1304(LC 18),19=1257(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-851/176,3-4=-1250/245,4-5=-1456/236,5-6=-1677/243,6-7=-1192/183, 8-10=-1222/211,7-10.-1191/221 BOT CHORD 14-15=-246/1685,12-14=-183/1192 WEBS 2-18=-209/1205,3-18=-919/254,15-18=-108/801,4-15-0/405,5-14=-310/111, 5-15=-748/141,6-14=-79/645,6-12=-890/233,7-12=-239/1558,2-19=-1217/294, 3-15=-106/626 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=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=31ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-2-13,Interior(1)4-2-13 to 13-6-8,Exterior(2) 13-6-8 to 16-7-13,Interlor(1)17-7-8 to 30-11-4 zone;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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G)"This truss has been designed for a live toad 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=123,19=134. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design perarrreters and READ NOTES ON 7795 AND INCLUDED WEB REFERANCE PAGE Mtl-7473 rev.10A13/2016 BEFORE USE. pia Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an IndIvIclual building component.not a Inns system.Before use,the bulking designer must verify the c plicablity of design paarneters and properly hcorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary ani permanent bracing Milek" Is always required for stability and to prevent coltcgne with possible personal hlury and property damage. For general guidance regarcing the 04 Perko East EOM.fa fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI T Quality Criteria,D611-8969 nt -89 and SCSI Building Compone6904 P,iR Est 0 Safety Information avdlabie Corn Truss Plate Institute.218 N.tee Street.Suite 312,Alexandria.VA 22314. Job I Truss Truss Type Oty Ply Catalina T9161057 10521T0 T28 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:13 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-p?BtUvoci 1 NY8IrBumkxr1 j587EbispvaUH68sytDgq 7.1-0I 11-5-8 I 15-10-0 23-7-0 29-4-12 i 32-3-0 i 35-2-8 7-1-0 4-4-8 4-4-8 7.9-0 5-9-12 2-10-4 2-11-8 Scale=1:66.8 7x10= 6x6 0 6.00 FIT 2 2425 3 26 27 4 ell ' hil23• Ilk 28 6x6= 1 5 6 7 co '1AnAd or , . t / - I8 — 2x4 II 13 12 11 .� : 8 20 30 19 18 31 17 16 5x8= 15 _ 9 10 2x4 I 3x6= 4x10= 2x4 I 2x4 'I 3x6 2x4 i 2x4 • 7-1-0 11.5.8I 15-10-0 { 20-0-15 23-7-0 i 29-4-12 I 32-3-0 t 35-2-8 7-1-0 4-4-8 4-4-8 4-2-15 3-6-1 5-9-12 2-10-4 2-11-8 Plate Offsets(X,Y)-- 12:0-4-8,0-2-01,[8:Edge,0-2-01,[14:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.43 15 >972 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.17 15 >359 180 BCLL 0.0 * Rep Stress Inch YES WB 0.72 Horz(TL) 0.13 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except' WEBS 1 Row at midpt 7-8 15-21,9-22:2x4 SP No.3,12-14,15-18:2x4 SP No.1 T-Brace: 2x4 SP No.3.2-19,3-17,5-14,1-20 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 904'0 of web length. REACTIONS. (lb/size) 8=1494/0-5-8,20=1441/Mechanical Max Horz 20=-68(LC 10) Max Uplift 8=-i04(LC 12),20=-134(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1090/231,2-3=-1186/299,3-4=-1496/328,4-5=-1779/300,5-6=-2357/340, 6-7=-1475/217,8-10=-1438/224,7-10=-1387/246,1-20.1376/293 BOT CHORD 17-19=-125/883,13-14=-345/2375,11-13.217/1475 WEBS 2-19=-578/174,2-17=-119/783,3-17_866/137,14-17=-181/1127,14-16=0/379, 4-14=0/489,5-14=-1034/184,5-13=-600/186,6-13=-161/1161,6-11=-1128/248, 7-11=-291/1902,1-19=-150/1131,3-14=-63/690 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;B=45ft;L=35tt;eave=5it;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-0,Interior(1)3-8-0 to 7-1-0,Exterior(2)7-1-0 to 19-4-4,Interior(1)19-4-4 to 23-7-0 zone;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)All plates are 4x5 MT20 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,with BCDL=10.Opsf. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=104,20=134. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 m.1003/2015 BEFORE USE. lit Design valid for use only with MllekIS connectors.ibis design 1s based only upon parameters shown-and Ls for an individual building component.not a truss system.Before use,the braking designer must verify the applicability of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent Tracing MiTek" Is always required for stability anti to prevent collapse with possible personal Injury and property damage. For general guidance regarding the • fabricatkxs storage,delivery.erection and bracing of trusses and truss systems,seeANSVIP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdkl le from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina 19161058 1052110 T29 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:14 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-HCk1 hFpETKW PIvONSTFAOFGNSXXW RJX3p80fglytDgp 4-8-4 9-1-0 13-10-0 25-7-0 30-4-12 32-3-0 35-2-8 I4-8-4 i 4-4-12 I 4-9-0 i 11-9-0 4-9-12 1.10-4' 2-11-8 Scale=1:70.9 7x10 6x8= 6.00 12 3 23 24 4 A 4,6 i22 :111111111110025 2 2x4 II 21 5 2x4 1 / 1 6x6= 4x5= 4x5= N 6 7 8 b 1 or • / v a. ... / \i - -- 15 1 c °b 14 13 -d 20 26 27 19 18 17 167x10= 4x5= 4x5= 10 11 9 4x5= 4x5= 3x6 4x10= 3x4 II 2x4 II 2x4 II 2x4 II 2x4= • 9-1-0I 13-10-0 I 20-0-15 i 25-7-0 i 30-4-12 32.3.01 35-2-8 ' 9-1-0 4-9-0 6-2-15 5-6-1 4-9-12 1-10-4 2-11-8 Plate Offsets(X,Y)-- 13:0-4-8,0-2-01,[15:0.3-8,0-2-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.29 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.62 19-20 >672 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.76 , Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I _ Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 5-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 9-2-13 oc bracing:14-15 OTHERS 2x4 SP No.3 6-0-0 oc bracing:9-10. WEBS T-Brace: 2x4 SP No.3-3-19,4-17,2-20 Fasten(2X) T and I braces to narrow edge of web with 10d • (0.131'x3')nails,6in o.c.,with 3jn minimum end distance. Brace must cover 90%of web length. • REACTIONS. (lb/size) 9=1397/0-5-8,20=1397/Mechanical Max Horz 20=-97(LC 10) • Max Uplift 9=-148(LC 12),20=-160(LC 12) Max Gray 9=1397(LC 1),20=1410(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1092/302,3-4=-1120/341,4-5=-2125/503,5-6=-2106/383,6-7=-2495/402, 7-8=-1503/249,9-11=-1363/244,8-11=-1345/248 BOT CHORD 19-20=-108/718,17-19=-107/950,5-15=-403/207,14-15=-409/2521,13-14=-249/1503 WEBS 2-19=-3/574,3-19=-303/86,3-17=-129/575,4-17=-538/176,15-17=-137/972, 4-15=-283/1292,6-15=-837/139,6-14=-705/182,7-14.198/1288,7-13=-1140/252, 8-13=-317/1922,2-20=-1358/276 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=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=35f1;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-0,Interior(1)3-8-0 to 9-1-0,Exterior(2)9-1-0 to 17-4-4,Interior(1)17-4-4 to 25-7-0 zone;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 psi 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)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=1b) 9=148,20=160. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 Q WARNING•Verily deign parenwrers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rov.10/0312015 BEFORE USE Design valid for use only with Webb connectors.This design Is based only upon Ixxurneters shown,and is tar an Individual building component.not mill. a tr ss system.Before use,the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MNTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. f or general guidance regarding the fabrication.storage.delivery,erection and bracing 01 trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safely Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161059 10521T0 T30 Roof Special 1 1 iI Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:15 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-IOIQvapsEeeGN3?a?BmPwSpU W xwlAlze i omDDlytogo I 5-5.3 i 10-6-14 112.4-2, 19-8-8 I 27-0-14 30-11-15 I 35-2-8 5-5-3 5-1-11 1-9-3 7-4-6 7-4-6 3-11-1 4-2-9 Scale=1:72.1 7x6= 6x6 If 6.00 FIT 3 4 O �: 3x6 2x4 IIr `205 `• 4x10 18 6 4x5; 1 /• - 2x4 11 Jr 4x5= 9 1 21 I All ..N ‘r l e 17 16 22 15 14 23 73 12 11 10 2x4 i I4x10= 3x6= 2x4 H3x6 4x5= 4x10= 4x10= 5.5.3I 12-4-2 I 19-8-8 I 27-0-14 I 35-2-8 I5-5-3 6-10-14 7.4.6 7-4-6 8-1-10 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.16 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.37 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 10 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:258 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3,5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-2-16,3-16,6-14,8-10,1-17 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 10=1397/0-5-8,17=1397/Mechanical Max Horz 17=-118(LC 10) Max Uplift 10=-146(LC 12),17=-163(LC 12) Max Gray 10=1402(LC 18),17=1415(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-932/205,2-3=-959/316,3-4=-1071/322,4-6=-1280/306,6-7=-2799/461, 7-8=-2378/338,1-17=-1381/292 BOT CHORD 14-16=-79/1001,13-14=-235/1792,11-13=-235/1792,10.11=-231/1352 WEBS 2-16=-368/196,3-16=-494/7,3-14=-108/745,4-14=-34/327,6-14=-1088/222, 6-13=W383,6-11=-160/940,7-11=-1489/305,8-11=-153/1452,8-10=-1819/318, 1-16=-180/1184 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-0,Interior(1)3.8-0 to 10-6-14,Exterior(2) 10-6-14 to 12-4-2,Interior(1)15-10-6 to 27-0-14 zone;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 lit between the bottom chord and any other members,with BCDL=10.0psf. 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) 10=146,17=163. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03r2015 BEFORE USE. pit Design valid for use only with Milek5 connectors.Ibis design B based only upon rxxameters shown.arid Is for an krdividual building component.not a truss system.Before use,the bulling designer must verify the appllcabiiry of design parameters and property Incorporate this design Into the overall loading design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 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. Tanpa,FL 33610 Job Truss Truss Type Qty Ply I Catalina T9161060 10521T0 T31 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:15 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-IOIQvapsEeeGN3?a?BmPwSpZYxuSAISC i omDDlytDqo 3-3-8 8-1-2 12-8.5 17-7-0 3-3-8 4-9-10 { 4-7-3 4-10-11 Scale=1:49.6 2x4 II 5 6.00112 d 10 4x5 4 11. 2.50 rtY 7x6 1\ 11 3 2x4 II 6x6= 1 I� v 0 M as r . i 8 11 7 12 4x5=6 94x5= 3x8 MT2OHS= 4x10 I 8-1-2 17-7-0 8-1-2 9-5-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.30 6-8 >701 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.63 6-8 >327 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.72 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:111 lb FT=20% LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 9=692/0-5-0,6=692/Mechanical Max Horz 9=163(LC 12) Max Uplift 9=-57(LC 8),6=-129(LC 12) Max Gray 9=692(LC 1),6=720(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-891/0,3-4=-1017/50 BOT CHORD 8-9=-227/640,6-8=-112/397 WEBS 2-9=-829176,2-8=0/283,3-8=-516/109,4-8=-69/779,4-6=-629/183 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-8,Interior(1)3-3-8 to 17-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 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.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,with BCDL=10.0psf. 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)9 except(jt=lb) 6=129. d A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MltekS connectors.Ihls design is based only upon parameters shown,and is for an individual building component.not a truss system.Before tae,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall bolding design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Adclfion ai temporary and permanent bracing MiTek" ek• is always required for slat-Ally and to prevent collapse with possble personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Qualify Criteria,DSB-89 and BCSI Butding Component 6904 Parke East BNd. . Safety Information avalable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i Job (Truss Truss Type Oty Ply Catalina T9161061 10521T0 T32 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:16 2016 Page 1 ID:YrV MpzVObwPLHyMfszXOYQywwHd-Daso6wgU._ym7?CamZuleTgLkl KEhvChMGSVmIBytDgn 4-2-5 8.1.212-8-5 ( 17-7-0 I 4-2-5 I 3-10-13 4-7-3 4-10.11 Scale=1:49.6 2x4 I 5 6.00112 11 4x5 1.'- 4 4 Ir 2.50 FIT 7x6 \\ 3 t; 4x5 2x4 II 10 2 M. lir."' minor 8 12 7 13 qtr=6 9 4x5— 3x8 MT2OHS= 4x10- 8-1-2 17-7-0 8-1-2 { 9-5-14 Plate Offsets(X,Y)-- 12:0-2-4,0-2-01 LOADING (psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 ! Vert(LL) -0.30 6-8 >702 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.64 6-8 >326 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Inch YES WB 0.72 1 Horz(TL) 0.02 6 Na Na BCDL 10.0 Code FBC2014/fP12007 Matrix-MS I I Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=692/Mechanical,9=692/Mechanical Max Horz 9=182(LC 12) Max Uplift 6=-132(LC 12),9=-46(LC 8) Max Gray 6=720(LC 17),9=692(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-885/3,3-4=-1009/59 BOT CHORD 8-9=-245/724,6-8=-114/398 WEBS 3-8=-474/95,4-8=-78/771,4-6=-630/186,2-9=-867/57 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 to 17-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 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,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)9 except(jt=lb) 6=132. t r A WARNING-Verily design parametws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rw.IGtt3/201S BEFORE USE. NI Design valid for use only with MilekS connectors.this design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use.the brilalng designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated fs to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always regrired for stability and to prevent collapse with possible personal inn ry and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information available from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T9161062 10521T0 T33 Roof Special 1 1 l Job Reference(optional) - Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:17 2016 Page 1 ID:YrVMpzVObwPLHyMIszXOYQywwHd-hnQAKGr61Fu_cM9y7cpt0tuuEkZMefzVV6FJ HdytDgm q-7-1 D 4-7-13 I 8-1-2 I 12-8-5 17-7-0 7-i 4-0-4 3-5-4 4-7-3 4-10.11 Scale=1:49.6 2x4 I I 6 6.0012 12 4x5 i 5 2.50 12 I 3.84 12 7x6 \1 7x6= 4 -t ' 2x4 I I 6x6 1 2 :, sr �I/t• itall " a 6 d 1114x5= 10 9 7 •=1111111111116..•il I 13 8 14 4x5=7 4x5= 4x10= 3x8 MTZOHS= 4-7-13 8-1-2 17-7-0I I 4-7-13 I 3-5-4 } 9-5-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.26 7-9 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.62 7-9 >333 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress lncr YES WB 0.71 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row atmidpt 6-7 REACTIONS. (lb/size) 7=692/Mechanical,11=692/Mechanical Max Horz 11=160(LC 12) • Max Uplift 7=-129(LC 12),11=-55(LC 8) Max Gray 7=720(LC 17),11=692(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-742/39,3-4=-874/0,4-5=-1003/46 BOT CHORD 9-10=-207/765,7-9=-113/398 WEBS 2-10=-251793,3-10=-478/31,4-9=-464/91,5-9=-65/773,5-7=-628/185,2-11=-672/114 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4lt;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.1-12 to 0-7-10,Interior(1)0.7-10 to 17-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 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)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)11 except(jt=lb) 7=129. tat 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE. I t Design valid for use only with MITek9 connectors.This design B based only upon parameters shown.and is for an hUlvidual txrodhg component.not a truss system.Before use..the bulking designer must verify the applicability of design ixeameters and properly incorporate this design into the overall balding design. Bracing indicated 5 to prevent buckling of individual truss web and/or chord members only. Addlonrl temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukkrn e regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSl/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Catalina T9161063 ;10521T0 T34 Roof Special 1 1 :Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:17 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-hnQAKGr61 Fu_cM9y7cptOturvkbUegEVV6FJHdytDgm 1 1-9-2 I 8-7-14 I 12-11-11 i 17-7-0 1-9-2 6-10.12 4-3-13 4.7-5 Scale=1:49.6 2x4 II 5 6.001. 4x5 12 4 3.84 12 6x8= 6x6= 2x4 II 2 • ,a0 11 itiUMMIIMMEMi� 4 a y a 9 4x5= 8 13 7 14 4x5=6 4x10= 3x6 I 8-7-14 17-7-0 8-7-14 8-11-2 Plate Offsets(X,Y)-- [2:0-4-0,0-2.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.25 6-8 >842 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.50 6-8 >418 180 BCLL 0.0 * Rep Stress her YES WB 0.70 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:116 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 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=692/Mechanical,9=692/Mechanical Max Horz 9=141(LC 12) Max Uplift 6=-125(LC 12),9=-59(LC 8) Max Gray 6=718(LC 17),9=692(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-793/23,3-4=-972/78 BOT CHORD B-9=-210/272,6-8=-105/371 WEBS 2-8=0/616,3-8=-737/161,4-8=-107/777,4-6=-623/181,2-9=-703/151 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 6-0-1,Interior(1)6-0-1 to 17-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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.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,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)9 except(jt=1b) 6=125. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IN/I.7473 rev.11/73/2015 BEFORE USE. 14111. Design valid for use only with Mllele&connectors.INs design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the bolding designer must verily the applicability of design parameters and properly incorporate this design alto the overall balding design. Bracing Indicated Is to prevent buckling of Indlvkfuc4 truss web and/or chord members only.Additional temporary and permanent tracing MiTek* is always required for stability and to prevent coilapse with possible personal Inlay and property damage. For general guidance regarding the fatricatkor,storage,delivery,erection and bracing of trusses and tans systems.seeANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312.Nexaddrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina 19161064 10521T0 T35 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:18 2016 Page 1 I1):YrVMpzVObwPLHyMfszXOYQywwHd-9zYXcsIW ZOrE W k8hJK6Y5R?z8yLN7nejm_ip3ytDgl r 1.2.12 2-1-8 1 9.3-10 13-3-9 17-7-0 '1-2-120-10.12 7-2-2 3-11-15 43-7 Scale=1:49.6 2x4 I I 6 4x51 13 3.84 12 5 6.00 x12 7x10 7x6� a gam= 3 1.--- 2x4 II 2 1 010 12 t/ N GD 4 i i0.ill ...... _____rn ... 114x5= t0 9 B 14 4x5_7 456= 4x10= 3x6 i 2-1-8 I 9-3-10 I 17-7-0 2-1-8 7-2-2 8-3-6 Plate Offsets(X,Y)-- 12:0-2-12,0-3-01,13:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCU_ 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.17 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.39 7-9 >538 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) 0.01 7 n/a rife BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS. (lb/size) 7=692/Mechanical,11=692/Mechanical Max Horz 11=141(LC 12) Max Uplift 7=-125(LC 12),11=-52(LC 8) Max Gray 7=713(LC 17),11=692(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-313/39,3-4=-727/16,4-5=-894/66 BOT CHORD 9-10=-189/324,7-9=-96/342 WEBS 2-10=-109/679,3-10=-562/156,3-9=0/486,4-9=-707/149,5-9=-103/750,5-7=-615/177, 2-11=-668/43 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-2-12,Interior(1)1.2-12 to 17-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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,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)11 except(jt=lb) 7=125. __ A WARNING-verify design paranwten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.1am3,2of5 BEFORE USE. mu. Design valid for use only with Mlle e&connectors.This design is based only upon parameters shown-and is for an Individual building component,not a truss system.Before use,the txlding designer must verify the appllcabIity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary a ld permanent tracing MiTek Is always required for stability and to prevent collapse with possible personal Yrirry and property damage. For general grridcrnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPt t Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkrile from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T9161065 10521TO T36 Roof Special 1 1 Job Reference(optional) ! Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:19 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-e9YwkytNHt8isgJLE1 rL51zD3YDE6Z3oyQkQMWytDgk Q 11-1 7-3-10 I 12-3-9 I 17-7-0 I 0-11-18 6-3-11 4-11-15 5-3-7 Scale=1:49.6 2x4 II 5 6.00 112 2 12 4x5.‹.-- 4 4 3.84 12 lA 7x6= 6x6= 2x4 11 )•, 2 f'lll 10 11 la 1 ill illjAl'. 1I 13 7 14 8 4x5=6 94x5= 3x12MIBSHS= 4x10= 7-3-10 17.7.0 I 7-3-10 10-3-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.57 Vert(LL) -0.37 6-8 >555 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.87 6-8 >239 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. • WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-6 • REACTIONS. (lb/size) 6=692/Mechanical,9=692/Mechanical Max Horz 9=154(LC 12) Max Uplift 6=-128(LC 12),9=-50(LC 8) . Max Gray 6=721(LC 17),9=692(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3.922/18,3-4=-1127/78 BOT CHORD 6-8=-126/430 WEBS 2-8=0/845,3-8=-794/156,4-8=-89/831,4-6=-633/192,2-9=-774/162 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 5-2-14,Interior(1)5-2-14 to 17-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 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) 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)9 except(jt=lb) 6=128. r la o WARNING-Veafy design peramsers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/032015 BEFORE USE Design valid for use only with Milekdr:connectors.Ns design k based only upon parameters shown,and Is for m Individual building component.not a truss system.Before use,the banding designer must verify the applicability of design parameters and properly Ilcorrxrate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Addllknal temporary and permanent bracing MiTek" Is always required for stability and to prevent cotk>p se with possible personal Inial and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing oI trusses and truss systems.seeANSI/1PI l Quality Criteria,056-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rale Institute.218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa-FL 33610 I rl Job 'Truss Truss Type Qty Ply Catalina T9161066 10521T0 T37 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:19 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-e9YwkytNHtBisgJLE1 rL51zEgYLV6W uoyQkQM WytDgk 53-101 11.3-9 i 17-7-0 i 5-3-10 5-11-15 6-3.7 Scale=1:49.9 2x4 I 4 6.00 r12 12 4x5 3 4x5= 6x6= 1 191 .10: iiiiiiii.... imiir N I4 r Ep i 9 8 7 6 5 2x4 I i 4x5= 3x6= 4x5= 5-3-10 11.3-94x5= 17-7-0 5-3-10 I 5-11-15 I 6-3-7 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 I Vert(LL) -0.04 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 • Vert(TL) -0.11 5-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 9=692/Mechanical,5=692/Mechanical Max Horz 9=175(LC 12) Max Uplift 9=-31(LC 8),5=-131(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-642/82,1-2=-1069/33,2-3=-704/0 BOT CHORD 7-8=-220/1093,5.7=-132/570 WEBS 1-8=-26/1139,2-8=-385/71,2-7=-563/105,3-7=0/435,3-5=-746/171 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 17-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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)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)9 except(jt=1b) 5=131. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10A132015 BEFORE USE. ' Design valid for use only with Mitek®connectors.1Ns design is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the txildrng designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gidarce regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Bulling 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 Oty Ply Catalina 19161067 1052110 138 Roof Special 1 1 1 Job Reference(optional) 11 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:20 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQyWWHd-6M6Jylt?2AGZTquXokMbdW WMRye3r1JxB3T_uyytDgj 3-3-10 10-3-9 17-7-0 3-3-10 I 6-11-15 I 7-3-7 6.00 12 Scale=1:49.6 2x4 II 5 3x6 4 11 Iff S. 4x5 3 4x5= 6x6— Ngni 1 3 7M111111 QS 7 102x4 I 9 8 _ 6 4x5= 4x5= 3x6 3-3-10 { 10-3-9 I 17-2-13 11.7.0 3-3-10 6-11-15 6-11-4 0-4-3 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) t/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.07 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.19 8-9 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.68 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:123 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, ' BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. • OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-2-6(5-6);6-3-3(3-6); REACTIONS. (lb/size) 10=692/Mechanical,6=692/0-7-12 Max Horz 10=203(LC 12) Max Uplift 10=-19(LC 12),6=-134(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-661/58,1-2=-1295/54,2-3=-845/0 BOT CHORD 8-9=-276/1346,6-8=-159/688 WEBS 1-9.53/1388,2-9=-495/83,2-8=-671/128,3-8=0/430,3.6=-820/188 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-10,Interior(1)3-3-10 to 17-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 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)10 except(jt=lb) 6=134. ammi A WARNING-Verify design parameters and READ NOTES ON 770S AND INCLUDED 411TEK REFERANCE PAGE MA-7473 rev.1003/2015 BEFORE USE. Design val W for use only with Milelec connectors.this design B based only upon parameters shown,and is for an individual building component.not a truss system.Before tee,the txdkting designer must verify the applicability of design poranoters and properly incorporate this design into the overall building design. effacing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" tr always required for stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSU1Pt1 Quilty Criteria,DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina 19161068 10521T0 T39 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Fn Jul 29 11:01:21 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-aYfh9eudp0005_TjMStgAj2cEL2wab75Qj DXQOytDgi -1-4-0 1-2-0 5-7-3 9-8-13 13.0.14i 15-4-0 I 1-4-0 1 2 0 4-5.3 { 4-1-10 I 3-4.1 2-3-2 Scale=1:28.6 7x10= 6x6 It 2x4 II 3.84 12 NAILED 4 14 5 7 NAILED NAILED 15 5x8 13� !' 7x10% 1i� I 1111111401.6_ 6.00 riT NAILED T 3 Me illhaz rn 4x5 i 0 % A 2 i • x 11 16 10 17 9 18 12 4x5= NAILED 4x5— NAILED 4x10= NAILED 8 2x4 II NAILED 4x5 1-2-0I 5-7-3 I 9-8-13 i 15-4-0 1-2-0 4-5-3 4-1-10 5.7-3 Plate Offsets(X,Y)-- 13:0-3-12,Edgel 14:0-4-0,0-2-81,16:0-3-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. � DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 I Vert(TL) -0.09 8-9 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.26Horz(TL) 0.02 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS l Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:11-12. REACTIONS. (lb/size) 8=760/0-5-8,12=802/0-5-8 Max Horz 12=110(LC 8) Max Uplift 8=-156(LC 8),12=-228(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-581/153,3-4=-1106/257,4-5=-1044/240,5-6=-1125/242,2-12=-809/217 BOT CHORD 10-11=-166/470,9-10=-257/1013,8-9.178/758 WEBS 3-11=-356/124,3-10=-118/592,6-9=-78/324,6-8=-991/240,2-11=-137/671 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);end vertical left 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 20.0psf 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 Qt=lb) 8=156,12=228. 7)'NAILED"Indicates 2-12d(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)118 lb down and 121 lb up at 5-7-3,and 122 lb down and 128 lb up at 9-8-13 on top chord,and 34 lb down at 5-7-3,37 lb down and 25 lb up at 5-9-8,and 37 lb down and 25 lb up at 9-6-8,and 37 lb down at 9-8-13 on bottom chord. The desigrVselection 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:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,8-12=-20 Concentrated Loads(Ib) Vert:3=52(B)4=-76(B)5=-88(8)10=-40(B)9=-47(B)14=-36(B)15=-4(B)16=-2(B)17=-19(8)18=-9(B) f Q WARNNVO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE Pa Design valid for use only vAth MIteld9 connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the bulking designer must verify the applicability of design pcxameters and property Incorporate ibis design Into the overall trading design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent t racing MiTek" is always required for stability and to prevent collapse with posstle personal Wry and property damage. For general guidance regarding the 6904 Parke East Blvd. storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Cdfeda,DSB-89 and BCSI Guiding Component Safety lnlormatlon available from trues Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina 79161069 10521T0 T40 Roof Special Girder 1 1 Job Reference(option*),_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:22 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-2kD3N_VFaoW Hj71 ww9O3jxbellKvJwREeNy4yrytOgh I •1 ..44 2-11-4 6-1-15 9.2.1 I 12-4-12 ,13-0-813.641 154-0 1 1-4- 0 2.11-4 I 32.11 3.0.2 3.2-11 '0.7.12 5-9 1-10-0 Scale=1:30.9 3.84 12 7x10= 6x6 if 5 s 2x4 I I 7x10------ pill7x10 6.00 12 4 all' 7 5x12= le sxs 16 . 7 2• W — ''''.---. 4 . eS 20 15 21 i4 22 13 23 12 11 THD26 2x4 II THD26 7x6=THD26 6x8_ THD26 6k6_ 2x4 II 10 10x14 II 5x10 MT2OHS= THD26 THD26 THD26 _2-114 61.15 9-2.1 12.4-12 03-0-8 154-0 1 2-11-4 1 3-2-11 I 3-0-2 I 3-2-11 '0-7-12'05.9 1-10-0 Plate Offsets(X,Y)-- [4:0-3-12,Edge],(5:0-4-0,0-2-81,[7:0-3-12,Edge],[8:0-6.0,0-2-12],[12:0-3-0,0-4-0],[13:0-4-0,0-4-01,[14:0-3-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 1Verf(LL) -0.07 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.18 14-15 >999 180 1 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ind NO WB 0.76 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS i i Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, 1-4:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 8-11:2x6 SP No.2 SLIDER Left 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 10=2786/0-5-8,2=3211/0-5-8 Max Horz 2=86(LC 25) Max Uplift 10.268(LC 8),2=-292(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-3634/319,4-5.3693/359,5-6=-3465/350,6-7=-3626/355,7-8=-3487/313 BOT CHORD 2-15=-300/3093,14-15=-299/3118,13-14=-340/3548,12-13=-299/3122,11-12=-250/2645, 10-11=-249/2645 WEBS 4-15=-53/433,4-14=-70/498,5-14=-52/1011,6-13=-601943,7-13=-56/415, 8-12=-113/1015,8-10=-3627/341 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);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.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)except Qt=lb) 10=268,2=292. 8) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 0-11-14 from the left end to 12-11-14 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:1-4=-60,4-5=-60,5-6=-60,6-7=-60,7-8=-60,8-9=-60,10-16=-20 Continued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.tM93/2015 BEFORE USE. ' Design valid for use only with Mllek5 connectors.this design Is based only upon parameters shown.and Is for an Individual balding component not a tnas system.Befoe use,the building designer must verily the applied:My of design parameters and properly Incorporate Ms design Into the overall balking design. Bracing Indicated is to prevent buckling of Indtvtdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inirsy and property damage. For general guidance regarding the 6904 Parke East Blvd.storage.delivery,erection and bracing of trusses and buss systems,seeANSI/IPI l Quality Criteria.DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street.Srite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161069 ;1052170 T40 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32266 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:22 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYQywWHd-2kD3N_VFaoW Hj71 ww903jxbelIKvJwREeNy4yrytDgh LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:15=-672(F)13=672(F)11=-672(F)20=-672(F)21=-672(F)22=-672(F)23=-672(F) 1 Q WARNING-Verily design paramatos and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MIleld®connectors.This design 1s based or ri Y'_Ilion Parameters shown.and Is for an individual building component.not CI Buss system.Before use,the building designer must verity the appllCate,ty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" is always required lar slabllty and to prevent collar x e with possible personal Inluxy and properly damage. for general guidance regarding the fabrlcatkrl storage,delivery,erection and brackg of trusses and truss systems-seeANSl/1PI t Quality Cr terla,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 'Job Truss Truss Type Oty Ply i Catalina T9161070 10521T0 T41 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:23 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYlOywwHd-WxnRaJwtL5e8KHc6TswIF88tz9h62U?Ot1 ieVHytDqg 1.4-0 7-7-4 15-2-8 I- 1.4-0{ 7-7-4 I 7-7-4 State=1:60.3 6.00 FIT 2x4 I' 5 3x6 41••••••11.1.. 11 4x5 40 3 4x5 i 9 2 ii iiii. 7 6 � 11 8 2x4 II4,5= 4x5= I 7-7-4 14-9-12 1§-2-8 7-7-4 7-2-8 2 1, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.20 6-7 >905 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/1P12007 Matrix-MSWeight: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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6,3-6 REACTIONS. (lb/size) 8=690/0-5-8,6=592/0-4-15 Max Horz 8=315(LC 12) Max Uplift 8=-9(LC 12),6=-i73(LC 12) Max Gray 8=690(LC 1),6=638(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-538/0,2-8=-625/111 BOT CHORD 7-8=-331/210,6-7=-169/444 WEBS 3-6=-584/223,2-7=0/399 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Ops1;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 15-0-12 zone;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=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)8 except(jt=lb) 6=173. 4 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MUF7473 rev.10/03/2015 BEFORE USE. p' Design valid for use only with Wake connectors.this design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applicablity of design parameters and properly Incorporate this design into the overall • building design. Bracing indicated is to prevent buckling of IndMdual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for sfablity 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,seeANSl/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss 1 Truss Type Qty Ply Catalina T9161071 ;10521 TO T42 1 Monopitch 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:24 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-_7Lpo1WV6Pm?yRBI l aRXoMg2iZ1 LnxFX6hRBljytDgf -1-4-0, 7.7-4 15-2-8 1-4-0' 7-7-4 7-7-4 Scale=1:60.3 6.00 I12 2x4 II 5 3x6 10 4x5 i 4 It. • 4x5 i9 40.0000 • 21111 1 i • IIIIIIIIIIIIIIIIIs 7 11 6 8� 2x4 I4x5- 4x5 7-7-4I 15-2-2 15-?-8 7-7-4 7-6-14 0-6-6 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.20 6-7 >905 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.30 Horz(TL) 0.01 6 r/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • WEBS 1 Row at midpt 5-6,3-6 REACTIONS. (Ib/size) 8=690/0-5-8,6=592/0.1-4 Max Horz 8=315(LC 12) Max Uplift 8=-9(LC 12),6=-173(LC 12) Max Gray 8=690(LC 1),6=638(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 2-3=-538/0,2-8=-625/111 BOT CHORD 7-8=-331/210,6-7=-169/444 WEBS 3-6=-584/223,2-7=0/399 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 15-0-12 zone;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 at joint(s)6. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 6=173. A WARNING-Verily design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10A/3/2015 BEFORE USE. la ! Design vdkf for use only with Mllek?.a connectors.Itnls design Is based only upon parameters shown,and 6 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 briding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with possble personal Yyuy and properly damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI t Qualy Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161072 10521 TO T43 Monopitch 7 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:24 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-_7LpotwV6Pm?yRBI t aRXoMg2iZ1 LnxJX6hRB 1jytDgf 1.4.07-7-4 i 15-2-8 1-4-0 i 7-7-4 7-7-4 Scale=1:60.3 6.00 I12 2x4 II 5 3x6 10 4x5 i 4 11. s� 3 • 4x5 411 • 2 1 ! Job Truss Truss Type 'Qty Ply 1 Catalina T9161073 10521T0 T44 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:25 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-SJvCrx8tjurabmVbHymKZDLLzVaW PHgKLBIZAytDge -1-4-0 15-2.8 I 1-4-0 I 15-2-8 1 Scale=1:55.7 28 14 3x6-.-% 13 13 Y 11 10 � 9 8 7 6.00 12 6 y 3x4\\ 5 id g 5x6 I 34 E 1706 .. I \1 71 - t} {} I] C 7 D 0 0 D P 27 26 25 24 23 22 21 20 19 18 17 16 4x5= 15-2-8 II 15-2-8 Plate Offsets(X,Y)-- 12:0-4-12,0-2-01,111:0-2-2,Edgel — -- 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.13 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Ind YES WB 0.25 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:169 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:26-27. WEBS 1 Row at midpt 15-16,14-17,13-18,12-19 REACTIONS. All bearings 15-2-8. (Ib)- Max Horz 27=299(LC 12) Max Uplift All uplift 100 lb or less at joint(s)27,16,17,18,19,20,21,22,23,24,25 except 26=-406(LC 12) Max Gray All reactions 250 lb or less at joint(s)16,17,18,19,20,21,22,23,24,25,26 except 27=431(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-27=-741/207,2-4=-368/127,4-5=-360/117,5-6=-322/103,6-7=-289/91,7-8=-256/80 BOT CHORD 26-27=-442/165 WEBS 2-26=-309/826 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2lt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-10-8,Exterior(2)1-10-8 to 15-0-12 zone;end vertical left 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 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)27,16,17,18,19, 20,21,22,23,24,25 except(jt=lb)26=406. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI-7473 rev.1a03/2015 BEFORE USE. 1 la Design valid for use only with Mlleksn connectors.This design Is bossed only upon parameters shown.and Is for an individual building component,not a hiss system.Before use,the building designer must verify the appllcobliry of design parameters and property incorporate this design Into the overall I bukdng design. Bracing Indicated is to prevent buckling of Indtvldual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the EastBlvd. fabrication.storage,delivery.erection and bracing of trusses 6904 es and truss systems,seeANSt/1Pl1 Quality Criteria.DSB-89 and BCSI Butding Component 6904 P.Parke E Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. IJob Truss Truss Type Oty Ply Catalina T9161074 1052170 T45 GABLE 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:26 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-wVTaCLyme00iBILh9?T?tnmRXMkgFnngnwlScytDgd 1.4.0. 6-5-12 13-1-12 19-9-12 26-3-8 27-7-8 II 6-5-12 I 6-8-0 6-8-0 6-5-12 ' 1-4-0 5x6= Scale=1:53.3 5 si 50 51 4x5 4x5 i 6 6.00 112 3x4 \\ 3x4 // 7x6 'I .\� /- 7x6 II 7 7/1/0:. " I -.1 9 JdL7 j 155 14 13 12 11 10 3x5 II 4x5= 3x6= 4x5= 3x5 I I 4x10= 00 6-5-12 1 13-1-12 I 19-9-12 1 26-0-8 26 .8 0- 0 6-2-12 6-8-0 6-8-0 6-2-12 02310 Plate Offsets(X,Y)-- 12:0-5-4,0-3-4),18:0-5-4,0-3-41,(10:0-2-12,0-1-8),(15:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.49' Vert(LL) 0.10 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1BC 0.50 Vert(TL) -0.17 11-12 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.55 Horz(TL) 0.05 10 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:230 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. 2-15,8-10:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 15=1127/0-3-8,10=1127/0-3-8 Max Horz 15=144(LC 11) Max Uplift 15=-424(LC 12),10=-424(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1056/701,8-10.-1056/701,2-4=-1552/1041,4-5=-1160/824,5.6=-1160/824, 6.8.1552/1041 BOT CHORD 14-15=-313/458,12-14=-864/1336,11-12=-843/1336,10-11=-286/458 WEBS 4-12=-480/363,5-12=-561/597,6-12=-480/363,8-11=-576/885,2-14=-574/885 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=26f1;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-1-12,Exterior(2)13-1-12 to 16-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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/7P11. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 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 20.0psf 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 15=424,10=424. I o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE m• Design valid for use only with MITek6%connectors.IIs design is based only upon parameters shown.and Is for an Individual 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 building design. Bradng indicated Is to prevent buckling of hdividuat truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal hkdy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/I'PI1 Qualty Criter a.DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Intormallon avalable from Truss Plate institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa.FL 33610 ;BSc.. 'Job Truss Truss Type Qty Ply Catalina T9161075 10521 TO T46 Common 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:27 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-Pit yQhzOPKBZpvwtii_EO_Ic7m4BDSzofgre2yt0gc -1-4-0, 6-5-12 13-1-12 19-9-12 26-3-8 127.7-81 I 1-4-0 ' 6.5.12 6.8.0 6-8.0 6-5.12 1-4-0 Scale=1:53.7 5x6= 6.00 NY 5 3x6 17 011111111 18 3x6 6 4 44 4x5 i 4x5 7 3 r .1 4x5 16 19 4x5 8 2 C; 9 m1 IR lasas �_ t N ._ 1/ 14 13 12 11 10 IS 3x6_ _ 3x5 II 3x5 II 4x5= 4x5 4x10= 0.310 6-5-1213-1-12 1 19-9-12 26-0-8 26r 8 0-3-0 6-2-12 6-8-0 6.8.0 6-2-12 0-'3.0 Plate Offsets(X,Y)-- [10:0-2-12,0-1-8],[15:0-2-12,0-1-8] _ _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.10 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 10 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:152 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. REACTIONS. (lb/size) 15=1129/0-3-8,10=1129/0-3.8 Max Horz 15=154(LC 10) Max Uplift 15=424(LC 12),10=-424(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1486/988,3-5=-1128/808,5-7=-1128/808,7-8=-1486/988,2-15=-1067/709, 8-10=-1067/709 BOT CHORD 12-14=-799/1257,11-12=-781/1257 WEBS 3-12=-437/330,5-12=-548/574,7-12=-437/330,8-11=-690/1103,2-14=-690/1103 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-1-12,Exterior(2)13-1-12 to 16-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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 20.0psf 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 Ot=lb) 15=424,10=424. 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 14I-7473 rev.10103/1015 BEFORE USE. • Design valid for use only wilt)Mk-KV connectors.This design Is based only upon parameters shown,and is for an krdividual txridi g component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. &acing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing g MTe IC is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding ger+ fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1PIt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMrmPl oallon available prom Truss ate I nsitute,218 N.Lee Street,Suite 312,Alexadria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161076 10521 TO T47 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:28 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-tubKd 1 z0AeGQR2V3GQVTyCrmXAQOjgX71 JPPAUytDgb -1-4-0, 6-5-12 13-1-12 19-9-12 I 26-3-8 1-4-0 6.5.12 I 6.8.0 6.8-0 6-5-12 5x6= Scale=1:50.8 6.00 12 5 3x6 11.500000011001111110% 5 16 4x5 i 4 ' 6 3 .0 ti 4sNsiss 17 4x5 4x5 14 7 2 ��: ac?i, —ID LZJ -0 _ lo? N c.4 12 1t 10 9 8 3x5 I 4x5= ' 4x5= 3x5 I I 4x10= 0-3r0 6-5-12 I 13-1-12 I 19-9-12 I 26-0-8 261-8 023.0 6-2-12 6-8-0 6-8-0 6-2-12 0-3-0 Plate Offsets(X,Y)-- [8:0-2-12,0-1-8],[13:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 9-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.60 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:150 lb FT=20% � ---- --- --- --- LUMBER- BRACING- • TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. REACTIONS. (lb/size) 13=1131/0-3-8,8=1037/0-3-8 Max Horz 13=152(LC 11) Max Uplift 13=-425(LC 12),8=-374(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1491/991,3-5=-1132/808,5-6=-1134/816,6-7=-1498/1004,2-13.1070/709, 7-8=-976/638 BOT CHORD 10-12=-846/1261,9-10=-844/1273 WEBS 5-10=-558/577,6-10=-452/333,3-10=-437/330,2-12=-691/1107,7-9=-714/1134 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(])1-8-0 to 13-1-12,Exterior(2)13-1-12 to 16-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;porch lett 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 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) 13=425,8=374. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.I0e3/20I S BEFORE USE. Design valid for use only with MIIekJ connectors.This design is based only upon parameters shown,and Is for an incivIdud building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posstde personal kyuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems.seeANSI/1P11 Qudily Crteria,DSB-89 and SCSI Building Component 1 6904 Parke East Blvd. Safely Infonnaton avoluble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. [ Tampa,FL 33610 Job (Truss Truss Type Qty Ply Catalina T9161077 10521 TO T48 Common 1 1 Job Reference(optional_ Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:28 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-tubKd 1 zOAeGOR2V3GOVTyCrnuAQRjhf71 JPPAUytDqb -1-4-0 6.5.12 I 13-1-12 19-9-12 f 24-5-0 i 1-4-0 6-5-12 6-8-0 6-8-0 4-7-4 5x6= Scale=1:49.6 6.005-2- 5 .00(125 r 3x6 iiioisio 16 4 1 4x5� � 4x5 6 3 r 17 4x5 7 4x5 i 14 2fo m1 0 — N cli -/ 11 13 12 10 9 8 3x5 II 4x5= 3x6=4x10= 4x5= 3x5 II . 0]3[0 6-5-12 I 13-1-12 19-9-12 I 24-4-10 24-p-0 0-340 6-2-12 6-8-0 6-8-0 4-6-14 0-0-6 Plate Offsets(X,Y)-- 18:0-2-12,0-1-8],[13:0-2-12,0-1-8] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.14 9-10 >999 180 BCLL 0.0 * I Rep Stress!nor YES WB 0.52 Horz(TL) 0.03 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. • • REACTIONS. (lb/size) 13=1056/0-3-8,8=962/0-7-0 Max Horz 13=-124(LC 10) Max Uplift 13=-396(LC 12),8=-349(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1363/928,3-5=-988/724,5-6=-986/733,6-7=-1054/747,2-13=-995/670, 7-8=-925/643 BOT CHORD 10-12.-800/1147,9-10=-620/905 WEBS 3-10=-448/348,5-10=-481/479,6-9=-266/75,2-12=-632/995,7-9=-651/962 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=5.Opsf;BCDL.5.0psf;h=2511 B=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-1-12,Exterior(2)13-1-12 to 16-1-12 zone;cantilever left exposed;end vertical left exposed;porch 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=396,8=349. • • Q WARNING•Verily dsslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/4E4473 rev.10/03/2015 BEFORE USE. , Design valid for use only with Mitek&connectors.Ills design Is based only upon parameters shown,and Is for an IridMdual bulking component.not a truss system.Before use,the braking designer must verify the appllcab4iry of design parameters and properly Incorporate this design into the overall bulking design. Bract rg Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' • Is always required for stability and to prevent collapse with possible personal lam and properly y damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type Qty Ply Catalina T9161078 10521 TO 1T49 Common 1 1 I Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:29 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-L48irN_exxOH2C4Gg71 iVPOxpaiXS4SGFz9yixytDga -1-4-0 6-5-12 13-1-12 17-8-14 22-7-8 11-4-0 i 6-5-12 I 6-8-0 4-7-2 l 4-10-10 5x6- Scale=1:46.4 6.00 fiT 5 3x6 i 111.111.1111.4 14 15 4x5 Q `. 6 4x5 * 16 3 • ;'i 2x4 I I 7 4x5 i 13 or b 2 r3 rni 0 r R7 811 10 9 17 18 8 12 3x5 II 4x5= 3x6—4x10= 5x6= 01310 6-5-12 I 13-1-12 22-7-8 0.3-0 6-2-12 6-8-0 9-5-12 Plate Offsets(X,Y)-- 18:0-3-0,0-2-121,112:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.32 8-9 >828 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.52 8-9 >517 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.03 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. REACTIONS. (lb/size) 12=985/0-3-8,8=890/0-5-8 Max Horz 12=-115(LC 10) Max Uplift 12=-367(LC 12),8=-326(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1239/854,3-5=-856/653,5-6=-822/673,2-12=-921/625 BOT CHORD 9-11=-762/1036,8-9=-422/638 WEBS 3-9=-447/346,5-9=-444/420,6-8=-889/546,2-11=-561/887 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-1-12,Exterfor(2)13-1-12 to 16-1-12 zone;cantilever left exposed;end vertical left exposed;porch 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.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 12=367,8=326. f V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED*11TEK REFERANCE PAGE*05.7473 rev.10103/201S BEFORE USE. la Design valid for use only with Ml Mica connectors.This design is based only upon parameters shown,and Is for an individual building component-not a Inns system.Before use.the building designer must verity the 014N1c4/llty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,dottvery,erection and bracing of tnases and tnas systems,seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component--- 6904 Parke FEast Blvd. Safely Information available from TeaRate ate Inst tote.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type I Qty 1 Ply Catalina T9161079 10521T0 T50 GABLE 1 1 Job Reference(optional) Building Component Suppy,Jacksonville Ft 32256.Mitek Tampa 8.010 s Mar 30 2016 MiTek Industries.Inc. Fri Jul 29 14:27:07 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-gVo_C9h68vONxa3T1fNZ_aH51w1 on5sOYRgKPTytBi2 -1-4-0 1-5-8 5-7-8 9-7-813-7.8 17-9-8 + 19-3-0 1 20-7-0 { I 1-4-0 1 5 8 I 4 2 0 4 0-0 I --4-0-0 I 4-2-0 1-5-8 1-4-0 Scale=1:37.3 5x6= 5 II � 46 4x5 4x5� 45 � 4 : � 6 r r ti 6.00 12 3x4 \\ 4, , 3x4// II 11 r ^ r 7 3 • r ,� ro 10x14 = r 1 0 �� 12 10 �� -ego, B A ..44%; 2 (mo i `. le 300 I12 4x5 Il 6x8= 6x8= 4x5 II 0-8-8 1-5-8 5-7-8 9-7-8 13-7-8 I 17-9-8 118.6- 8/9-3-0i 10.8.8 0-9-0 I 4-2-0 I 4-0-0 4-0-0 4-2-0 0-9-0 0.8.8 Plate Offsets(X,Y)-- [2:0-5-9,0.0-31,12:0-2-1,0-1-15112:0-2-1,0-4-11,[8:0-5-9,0-0-31[21:0.2.1,0-1-0),[31:0.2-1,0-1-01 LOADING (psi) SPACING- 2-0-0 CSI. ! DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.29 10-11 >790 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.18 8 n/a n/a 1 BCDL 10.0 Code FBC20141TPI2007 Matrix-MS 1 Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=850/0-3-8 (min.0-1-8),8=850/0-3-8 (min.0-1-8) Max Horz 2=-85(LC 10) Max Uplift 2=-130(LC 12),8=130(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1466/166,3-4=-1780/234,4-45=-1526/185,5-45=-1472/201,5-46=-1472/190, 6-46=-1526/174,6-7=-1780/251,7-8=-1465/180 BOT CHORD 2-12=-127/1626,11-12=-134/1669,10-11=-171/1669,8-10=-164/1626 WEBS 4-11=-345/133,5-11=-68/1080,6.11=-345/129 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-7-12,Interior(1)1-7-12 to 9-7-8,Exterior(2)9.7-8 to 12-7-8 zone;cantilever 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 ANSUTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 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 20.0psf 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. 8)Bearing at joint(s)2,8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 2 and 130 lb uplift at joint 8. LOAD CASE(S) Standard � I 0 WARNING-Verify design parenwters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev.10/03/2015 BEFORE USE. Design valid for use only with M lel&connectors.This design Is based only upon parameters shown,and Is for an individual building component,not011111. a truss system.Before use,the building designer must verity the applicability of design Ixxameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. AdcAtkxsat tem;)(gory and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general gu salol:e regarding the Idxicatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdk le from Truss Pate institute,218 N.Lee Street.Suite 312,Alexanckla.VA 22314. Tampa,FL 33610 AAP Job Truss Truss Type Oty Ply Catalina T9161080 10521TO I 751 Scissor 2 1 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:31 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-HTGTG30uSZf?IW EexY3AagTDNNNYw5HZjHe3npylDgY -1-4-0 1-5-8 5.7.8 9-7-8 13-7-8 17-9-8 19-3-0 20-7-0 140 1158 I 420 I 4-0-0 I {4-0-0 4-2-0 { 1-5-8 - 1-4-0 Scale=1:38.2 5x6= 4 /i 6.00 FIT 4x5 i 24 25 4x5 3 5 4 J: 10 w 23 111111111111111."- 7x10= 11 9 6 26 tv a 2 ' ....di MI 2x4 II 2x4 I I ..1�al 7 ig, 12 8 tEl �_ 12 ' 3.00 3x6= 3x6= 3x6= 5x8 II 5x8 11 Qp--66--la 1-5.8 5-7-8 9-7-8 13-7-8 17-9-8 188.4 tt9• 6.6-120.10.121 4-2-0 4-00 — 4-0-0 4.2-0 10-101263.1 Plate Offsets(X,Y)-- [2:0-6-0,0-0-61,[2:0-0-4,Edgel,16:0-0-4,Edgel,[6:0-6.0,0-0-61,[8:0.3-0,0-0-121,[12:0-3-0,0-0.121 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 0.80 Vert(LL) 0.23 10-11 >998 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Veri(TL) -0.34 10-11 >680 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.22 6 n/a n/a BCDL 10.0 Code FBC2014/fPI2007 Matrix-MS i Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 2=850/0-3-8,6=850/0-3-8 Max Horz 2=91(LC 11) Max Uplift 2=-293(LC 12),6=-293(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1615/1563,3-4=-1367/1283,4-5=-1367/1272,5-6=-1615/1575 BOT CHORD 2-12=-1270/1353,11-12=-1266/1389,10-11=-1209/1414,9-10=-1240/1414, 8-9=-1297/1389,6-8=-1300/1353 WEBS 3-10=-241/307,4-10=-971/893,5-10=-241/301 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8 zone;cantilever left and right exposed;porch 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.Opsl 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) 2=293,6=293. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,18-7473 rev.10/03/7015 BEFORE USE. pa Design valid for use only with Milain®connectors.This design is based only upon parameters shown,and is for an Irxiivid al holding component,not a truss system.Before use,the bulking designer must verily the aF tIcabilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always re ked for stability and to prevent collapse wllh possible personal Inlay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of frlsses and truss systems,seeANSI/lP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute-218 N.Leo Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 'Job Truss Truss Type Oty Ply Catalina T9161081 10521 TO :T52 Common 1 1 I i ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:32 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-IfgrT01 XDsnsvgorVFaP720TbniKfZ t borNcJGytDgX -1-4-0 7-7.8l 9-7-8 I 11-7.8 I 19-3-0 I I 1-4-0 I 7-7-8 2-0-0 2-0-0 7-7.8 Scale=1:34.6 5x6 4 r 2x4\\ 2x4 // 3 6.00 12 16 0 '►5 17 4 J 18 15 6 2rri "' r f4' . It T _ 8 7 4x10= 3x6 3x5= 3x6= I 9-7-8 I 9-7-819-3-0 I 9-7-8 Plate Offsets(X,Y)-- 12:0-2-12.0-1-81,16:0-2-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.31 8-11 >757 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS _ Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=769/0-5-8,2=851/0-5-8 Max Horz 2=89(LC 11) Max Uplift 6=-85(LC 12),2=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1066/207,3-4=-866/211,4-5=-867/218,5-6=-1067/214 BOT CHORD 2-8=-108/868,6-8=-104/870 WEBS 4-8=-218/806,5-8=-346/184,3-8=-343/184 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1.8-0 to 9-7.8,Exterfor(2)9-7.8 to 12-7-8 zone;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)6 except Ot=lb) 2=130. Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7473 rev.10/0312015 BEFORE USE. mg Design valid for use only with MiTeku connectors.this design Is based only upon parameters shown,and Is for an Individual bxrlding component,not a truss system.Before use,the building designer must verify the applk:ab illy of design parameters and properly Incorporate this design Into the overall butdirxl design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional l temporrxy and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabxk:afkm.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPII QuaNty Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information avalkiNe from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T9161082 1052110 T53 Common 1I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:32 2016 Page 1 ID:YrVMpzVObwPLHyMIszXOYQywwHd-IfgrT01 XDsnsvgorVFaP720TbnjKfZ I ixxNcJGytDgX -1-4-0 7-7-8i 9-7-8 I 11.7.8 i 19-3-0 1-4-0 ' 7.7-8 2-0-0 2-0-0 7-7.8 Scale=1:34.6 5x6= 4 2x4 2161Pr486 iI .411 = 8 7 4x10= 3x6 3x5= 3x6= 9.7.8l 19-3-0 I I 9-7-8 9-7-8 Plate Offsets(X,Y)-- 12:0-2-12,0-1-81,16:0-2-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.31 8-11 >757 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 1Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=769/Mechanical,2=851/0-5-8 Max Horz 2=89(LC 11) Max Uplift 6=-85(LC 12),2=-130(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1066/207,3-4=-866/211,4-5=-867/218,5-6=-1067/214 BOT CHORD 2-8=-108/868,6-8=-104/870 WEBS 4-8=-218/806,5-8=-346/184,3-8=-343/184 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=5.Opsf;BCDL=5.Opsf;h=25lt;B=45ft;L=2411;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1.8-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8 zone;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 fit between the bottom chord and any other members. 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)6 except(jt=lb) 2=130. � I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. pil ' Design valid for use only with MIlekIS connectors.this design Is based only upon pcxaneters shown,and Is to an Individual building component,not a truss system.Before use,the building designer must verify the appllcobiily of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Wry and property damage. For general{tukkxx:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job 1 Truss Truss Type Qty Ply Catalina T9161083 10521 TO I T54 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:33 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQyW W Hd-DsODgk19_AvjXgN 13z5efFYatBOBO_hsAb7AriylDgW -1-4-0 7-7-811-7-8 I 9-7-8 I I 16-1-0 19-3-0 I 1-4-0 7-7-8 2-0-0 2-0-0 4-5-8 { 3-2-0 Scale=1:35.1 5x6= 4 0% 2x4\\ 2x4// 5 3 6.00 12 15 ';� � 16 u: 6x6= 2x4 I I 6 C 14 M m 2 ICII CI_ LEJ 1y�� C10 9 4x10= 3x6 4x5— 3x6= f 9-7-8 19-3-0 3 9-7.8 I 9-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.52 8-10 >443 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.35 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=743/Mechanical,2=865/0-5-8 Max Horz 2=79(LC 11) Max Uplift 8=-83(LC 12),2=-131(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1110/207,3-4=-911/211,4-5=-934/226,5-6=-1057/223 BOT CHORD 2-10=-175/908,8-10=-178/947 WEBS 3-10=-348/187,4-10=-241/906,5-10=-433/214,6-8=-1043/236 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=5.0psf;BCDL=5.0ps1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8,Interior(1)16-1-0 to 19-1-4 zone;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 toads. 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)8 except(jt=lb) 2=131. 4 l 0 WARNING-Verily design paran.t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE I• Design valid for use only with MITekt connectors.this design Is based only urxxr parameters shown,and is for an individual building component.not a taus system.Before use,the building designer must verity the appllcablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal kiMxy and properly damage. For general guidance regarding the Pae East Blvd. fabrication ation storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria.DSB-89 and SCSI Building Component 6904Et 0 Safely Information available from Tea690P,Parke s Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. ___ ___ ___FL Job (Truss Truss Type Qty Ply Catalina T9161084 10521TO T55 Roof Special 1 1 i I Job Reference(option Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:34 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-h2ybu42ntU 1 a9zyDdgctCT5libNd7MG?PFSjO8ylDgV -1-4-0I 7-7-8 9-7-8 11-7-8 14-1-0 193.0 1-4-0 7-7-8 I 2-0-0 I 2-0-0 2-5.8 5-2-0 Scale=1:35.1 5x6= 4 2x4\\ , 2x4// 3 5 6.00 FIT 15 'J r4, 18 6x6= 3x4 I I 6 7 u; 7 ro M 44044r— 14 N C\ 10 9 8 4x10= 3x6= 4x5— 3x6= 9-7-819-3-0 I 9-7-8 9-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.19 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.50 8-10 >458 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.64 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:93lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=742/Mechanical,2=866/0-5-8 Max Horz 2=104(LC 12) Max Uplift 8=-86(LC 12),2=-128(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1106/200,3-4=-906/204,4-5=-929/217,5-6=-1008/215 BOT CHORD 2-10=-198/904,8-10=-199/945 WEBS 3-10=-348/187,4-10=-231/901,5-10=-438/210,6-8=-1010/227 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-8,Exterior(2)9-7-8 to 12-7-8,Interior(1)14-1-0 to 19-1-4 zone;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. 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)8 except Qt=lb) 2=128. I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE LIN-7473 rev.I0N32015 BEFORE USE. . Desitin valid for use oNy with Mllekts connectors.Ibis design is based only upon parameters shown,and is for an individual buldfng component,not • a truss system.Before use,the bulking designer must verify the applicablity of design parameters and properly Incorporate this design into the overall • b&ldkig design. Bracing indicated Is to prevent buckling of Individual Mss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always requited for stability and to prevent collapse with possible personal ui ury and property damage. For general guidance regading the tabdcatton,storage,delivery,erection and bracing of Msses and truss systems,seeANSI/1PI 1 Quality CdNrla,DSB-89 and BCS(Building Component 6904 Parke East BNd. • Safely Inlormaion available from Truss Plate institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161085 10521T0 T56 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:34 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-h2ybu42nlU 1 a9zyDdgctCT5p8bM_7N2?PFsj08ytDgV 3-9-8 7-0-0 I3-9-8 I 3-2-8 Scale=1:24.4 2x4 II ii 3 6.l)D 3x5 2 • ..dilIlligIIIIIIIIIIIsn MN 111� II I 11 Ig 9 5 10 4 THD26 THD26 3x6 I T1-026 4x5= 5x6= 3-9-87-0.0I I 3-9-8 I 3-2-8 Plate Offsets(X,Y)-- 11:0-3-0,0-2-9],12:0-1-12,0.1-81,15:0-4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lox) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.08 5-7 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.59 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1443/0-5-8,4=1300/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=-155(LC 8),4=-189(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1858/194 BOT CHORD 1-5=-238/1662,4-5=-238/1662 WEBS 2-5=-162/1559,2-4=-1942/278 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45lt;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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 100 lb uplift at joint(s)except(jt=Ib) 1=155,4=189. 6)Use USP THD26(With 16d nails Into Girder&NA9D nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-2-12 from the left end to 5-2-12 to connect truss(es)to front face of bottom 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+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,1-4=-20 Concentrated Loads(Ib) Vert:8=-749(F)9=-723(F)10=722(F) lilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND MICLUDED MITEK REFERANCE PAGE MN-7473 rev.1093!2015 BEFORE USE Design valid for use only with Mltekv%connectors.this design is based only upon paameters shown.and Is for an individual lauding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling at Individual l truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent colicpse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaNable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina �f T9161086 10521T0 T57 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:36 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQyWWHd-eR3MJm41 H5HIOH6ck5fLHuA6A061 blJIsZLgStytDgT ,-1-4.0. 7-7-8 i 9-7-8 I 12-3-0 I 15-9-6 i 19-3-12 22-10-0 29-10-0 31-2.01 1-4-0 ' 7-7-8 2-0.0 2-7-8 3-6-6 3-6-6 3-6-4 7-0-0 1-4-0 Scale=1:53.8 5x6= 4 2x4\\ Alliii6x6— 4x5= 2x4 II 7x10= 6.00 12 3 5 6 7 NAILED nn \\g/ u: J d 05 9 a1 2 Cl in I 9 1011 d✓✓/o� 15 14 13 12 22 11 , 3x5= 4x10= 4x6— 3x6= 4x5= 4x10= 2x4 I THD26 NAILED 9-7-8 15.9.6I 19-3-12 22-10-0 i 29-10-0 9-7-8 6-1-14 3-6-6 3-6-4 7-0-0 Plate Offsets(X,Y)-- 12:0-5.4,0-2-41,18:0-4-8,0-2-01 __. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.15 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.36 12-13 >983 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.55 Horz(TL) 0.09 9 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:349 lb —FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1914/0-5-8,9=2656/0-5-8 Max Horz 2=-97(LC 23) Max Uplift 2=-255(LC 8),9=-325(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3566/433,3-4=-3373/436,4-5=-3325/418,5-6=-5440/673,6-7=-5852/725, • 7-8=-5852/725,8-9=-5310/584 BOT CHORD 2-15.284/3115,13-15=-461/4720,12-13=-542/5440,11-12=-415/4697,9-11=-420/4670 WEBS 3-15=-327/145,4-15=-360/2864,5-15=-2917/399,5-13=-147/1114,6-13=-687/155, 6-12=-375/711,7-12=-265/110,8-12=-252/1623,8-11=0/708 • 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. • Webs connected as follows:2x4-1 row at 0-9-0 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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=30ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=255,9=325. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-3-12 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(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)313 lb down and 204 lb up at 22-10-0 on top chord,and 338 lb down at 22-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on Daae 2 , a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 845.7473 rev.10/31015 BEFORE USE ith• I)osl{tri valid for use only with Mileks connectors.Ns design is based only upon parameters shown,and Is for an kndtvtdud bulding component,not a truss system.Before use,the bulking designer must verify the applcd>tlty of design parameters and properly Incorporate this design into the overall bidding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required tot stability and to prevent collapse with possble personal blur/and property damage. for general guidance regarding the fabricatkon storage,delivery,erection and bracing of trusses and taus systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Buss Plate institute,218 N.Lee Sheet.Suite 312.Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T9161086 10521T0 T57 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:36 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYOywWHd-eR3MJm41 H5HIOH6ck5f LHuA6AO61 blJ1sZLgS1 ytDqT LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-8=-60,8-10=-60,2-9=-20 Concentrated Loads(Ib) Vert:8=-217(B)12=-1280(B)11=-336(B)21=-121(B)22=-69(B) • A WARNING•Verify design parermtara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M' Design valid for use only with MilekSS connectors.This design is based only upon parameters shown,and is for an indeNdual building component,not a truss system.Before use,the building designer must verify the cpplicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling at IndMduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stabllty and to prevent collapse with possible personal injury and property damage. b r general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33650 Job Truss Truss Type Oty PIT-1–Catalina 79161087 10521T0 T58 Hip 11 1 Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:36 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-eR3MJm41 H5HIOH6ck5ILHuA8b041bOvIsZLgSlytDgT 7-0.0 l 9-0-0 , 14-11-0 20-10-0 22-10-0 29-10-0 31-2-01 7-0-0 2-0-0 ' 5-11-0 5-11-0 2-0-0 7-0-0 1-4-0 Scale=1:51.1 7x102x4 II 7x10 z--- 3 3 21 22 4 23 24 5 2x4// 6.00 12 2x4\\ 6 2 25 M 20 d e 19 26 7 1 8 ]c o il , >v 101 f� g o12 11 :. 10 9 4x5= 3x6 4x5= 3x6= 3x6= 4x10= 9-0-0 14-11-0 20-10-0 29-10-0 9-0-0 5-11-0 i 5-11-0 l 9-0-0 Plate Offsets(X,Y)-- [1:0-2.8,0-1-8],[3:0-4-8,0-2-0],[5:0-4-8,0-2-0],[7:0-2-8,0-1-8] I LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.12 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.36 12-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 7 Na Na BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1274/0-5-8 Max Horz 1=-90(LC 10) Max Uplift 1=-132(LC 12),7=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2015/430,2-3=-1817/422,3-4=-1916/458,4-5=-1916/458,5-6=-1814/424, 6-7.2011/432 BOT CHORD 1-12=-282/1721,10-12=-192/1591,9-10=-207/1589,7-9=-296/1717 WEBS 2-12=-266/171,3-12=-70/390,3-10.114/491,4-10=-410/172,5-10=-118/492, 5-9=-69/388,6-9=-263/170 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=41t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 25-0-15,Interior(1)25-0-15 to 31-2-0 zone;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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=132,7=177. mit 1 I A WARNING-Verify design param.f.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileka connectors.Ns design is based only upon parameters shown,and Is for an individual bolding component.not a truss system.Before use,the building designer must verily the applicablily of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Addilkrxsl temporary and permanent bracing Milek• Is always required for stability and to prevent coiia>pse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Safe 312.Alexandria,VA 22314. __——— Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161088 I10521TO T59 Hip 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:37 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-6ddkW 64f2PP80RholpAap5j LDoSYKo2R5D5N_TytDgS 5-9-4 11-0-0 14-11-0 18.10.0 24-0-12 l 29-10-0 ,31.2.0 l 5-9-4 5-2-12 l 3-11-0 l 3-11-0 l 5-2-12 5-9-4 1-4-0 Scale=1:51.3 6x6 11 6x6 // 4x5= 3 22 4 23 24 5 fik ey 6.0012 4x5 i 21 25 46x5 2 d I 26 m 1 a� tl' 7 8 )�l ttta _ g '4 13 12 11 27 10 9 2x4 I 4x10- 4x10= 2x4 II 3x5= 3x4= 5-9-4I 11-0-0 18-10-0 I 24-0-12 29-10-0 l 5.9.4 5-2-12 7-10-0 5-2-12 5-9-4 Plate Offsets(X,Y)-- (1:0-0-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.36 10-12 >984 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.10 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10.4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1274/0-5-8 Max Horz 1=-107(LC 10) Max Uplift 1=-132(LC 12),7=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.2143/419,2-3=-1712/379,3-4=-1474/380,4-5=-1473/383,5-6=-1711/382, 6-7=-2137/421 BOT CHORD 1-13=-291/1853,12-13=-291/1853,10-12=-198/1554,9-10=-305/1847,7-9=-305/1847 WEBS 2-12=-453/153,3-12=-60/475,5-10.56/474,6-10=-447/151 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 23-0-15,Interior(1)23-0-15 to 31-2-0 zone;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=Ib) 1=132,7=177. • f WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED Mrd EK REFERANCE PACE MII-7473 rev.10/033015 BEFORE USE. 1 la Design valid for use only with Mllek3 connectors.this design Is based only upon parameters shown,and is for an Individual building component.not • a hum system.Before use,the balking designer must verify the<ppllcabllty or design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent Ixacing MiTek' is always required for stability and to prevent coitcpse with possible personal Injury and property damage. For general guidance regardng the fabricatkm,storage.delivery,erection and bracing of trusses and hum systems,seeANSVTPI1 Dually 01140110.DSS-89 and SCSI Bulldkp Component 6904 Parke East Blvd. . Safety e Information avdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 1 Tampa-FL 33610 Job 'Truss Truss Type - I Oty Ply Catalina T9161089 10521T0 IT60 Hip / 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fn Jul 29 11:01:38 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-apB6kS5HpiX?dbG_sW hpMJGU?Cpo3BFbKtgxXvytDgR 6-9-4 13.0-016.10.0 I 23-0-12 29-10-0 131.2-01 I 6-9-4 6-2-12 3-10-0 6-2-12 6.9-4 1-4-0 Scale=1:51.9 7x10 6x6 II 3 4 Orli 101 6.00 12 ` 3x6 5 22 21 4x5 �4 4x5 en 2 d ` rte 20 23 7 40001 r� 1li '_ to 8 1t 0 413 12 11 10 9 3x4_ 2x4 Il 3x6 4x10= 2x4 II 3x5= 4x5= 0.9-4 6-9-4 13-0-0 i 16-10-0 1 23-0-12 1 29-10-0 I 0-6-4 6-9-0 6-2-12 3-10-0 6-2-12 6-9-4 Plate Offsets(X,Y)-- [1:0-0-12,Edgel,[3:0-4-8,0-2-01 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 0.46 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.28 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9.7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-4,7=1274/0-5-8 Max Horz 1=-125(LC 10) Max Uplift 1=132(LC 12),7=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2104/389,2-3=-1547/357,3-4=-1309/366,4-6=-1548/356,6-7=-2101/391 BOT CHORD 1-13=-255/1810,12-13=-255/1810,10-12=-110/1308,9-10=-270/1806,7-9=-270/1806 WEBS 2-13=0/260,2-12=-584/165,3-12=-31/395,4-10=-46/395,6-10=-579/164,6-9=0/258 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp B;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 13-0-0,Exterior(2)13-0-0 to 16-10-0,Interior(1)21-0-15 to 31-2-0 zone;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=lb) 1=132,7=177. t I 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2016 BEFORE USENit . valid for use only with Mllekc'u connectors.this design is used only upon pacvneters shown,and is for an hdMdual building component,not a tuns system.Before use,the building designer must verity the applicability of design txtraneters and properly incorporate this design into the overall ;� building design. Brachg Indicated is to prevent budding of individual truss web arta/or chord members only.Additional temporary and permanent bracing MI lek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the East Blvd. fabrication,storage.delivery,erection and bracing of Busses and truss systems,sen.ANSI/IP11 Quality Crtterlo,DSB-89 and SCSI Building ding Component 6904 P.Parke Et 0 Safety Informallon avc us able from Truss Plate InsMlute.218 N.Lee Street.Suite 312,idexandrla.VA 22314. Job Truss Truss Type 1 Qty Ply Catalina 19161090 10521 TO T61 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:39 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-201Uxo6wa0fsFIrBPEC2vW ocGc3HojVkYXaU3MytDg0 7-8-12 14-11-0 22-1-4 29-10-0 131.2.0{ 7-8-12 I 7-2.4 I 7-2-4 i 7-8.12 1-4-0 Scale=1:52.4 6x6= 6.00112 4 it lb 19 20 g 3x6 1r" 5 2x4\ 2x4// 6 18 21 7 1 _ r? g, r .. rel 9 e. 8 ]• b 8 11 22 10 23 9 '' 4x5= 3x8 MT2OHS= 4x5= 3x6 3x6= 0-9-4 10-1-8 I 19-8-8 29-10-0 1 0-0-4 10-1-4 9-7-1 10-1-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-81,17:0-3-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.38 9-11 >953 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.66 9-11 >540 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES WB 0.26 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS ] Weight 135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-4,7=1274/0-5-8 Max Horz 1=-142(LC 10) Max Uplift 1=-132(LC 12),7=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2005/353,2-4=-1770/365,4-6=-1768/358,6-7=-2003/345 BOT CHORD 1-11=-208/1765,9-11=-58/1154,7-9=-216/1711 WEBS 4-9=-89/729,6-9=-428/204,4-11=-90/732,2-11=-430/204 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45it;L=30ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 tit between the bottom chord and any other members,with BCDL=10.0pst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except jt=1b) 1=132,7=177. 1. • • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 910-7473 rev,10103r2015 BEFORE USE. Slit Design valid for use only with MI1ekS connectors.IIs design Is based only upon parameters shown,and is for an ksdMduol brldkng component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems.seeANSI/1PI I Curly Crtiala,DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information avdlable from buss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 IJob 'Truss Truss Type Qty Ply 1 Catalina T9161091 10521T0 T62 Common Girder 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:40 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-W CJs987YLKnjtuQNzxjHRkLmu0PoX8kunBJ1 boytDqP 1 5-6-10 1 10-2-13 I {14-11-0 19-7-3 24-3-6 29-10-0 31-2.01 5-6-10 4-8-3 4-8-3 4-8-3 4-8-3 5-6-10 1.4-0 Scale=1:51.3 6x6= 6.00 112 5 4x5-::"- 3x6 3x6 i 4x5 3 4 6 3x6 1 7 2x4 \\ /4111114NIMAw 2x8 4 // 9 1 11 11 d S En LI E3 101d .7 d • ii 20 15 14 21 13 12 11 5x6=THD26.2 4x5= 4x5= 4x6= 4x5= 4x5= 3x4= 0-9-4 6-5-14 1 12-1-5 17-8-11 I 23-4-2 29-10-0 0-0-4 6-5-10 5-7-7 5.7.7 5-7.7 6-5-14 Plate Offsets(X,Y)-- 11:0-2-8,0-0-01 _ - LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 1 Vert(LL) -0.13 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 I Vert(TL) -0.33 15-17 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.39 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:370 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-13:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3197/0-5-4,9=1449/0-5-8 Max Horz 1=-142(LC 23) Max Uplift 1=-419(LC 8),9=-203(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4071/528,2-3=-3994/565,3-5=-2175/355,5-6=-2055/338,6-8=-2561/349, 8-9=-2642/316 BOT CHORD 1-15=-398/3646,14-15=-180/2289,12-14=-47/1537,11-12=-129/1947,9-11=-199/2326 WEBS 5.12=-95/686,6-12=-492/149,6-11=-68/486,8-11=-267/110,5-14=-140/992, 3-14=-1164/242,3-15=-289/2045,2-15=-422/135 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=5.0psf;BCDL=5.0pst;h=25ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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 20.0psf 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=419,9=203. 8)Use USP THD26-2(With 16d nails into Girder&10d nails Into Truss)or equivalent at 2-4-8 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(phi) • Vert:1-5=-60,5-10=-60,1-9=-20 • Continued on Dane 2 I V WARNING-Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 nV.10/03/2015 BEFORE USE. 1111 Design valid for use only with Milek9 connectors.this design is based only upon parameters shown,and Is for an individual!wilding component,not • a truss system.Before use,the bridling designer must verify the applicability of design parameters and property incorporate this design into the overall tMiTek' • building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal hlury and property damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPt 1 Quaky Criteria,OS6-89 and SCSI BuActing Component 6904 Parke East Blvd. ' Safely Information available Corn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161091 10521T0 T62 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 2911:01:40 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYCirNwHd-WCJs987YLKnjtuQNzxjHRkLmu0PoX8kunBJ1 boytDgP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:20=-2179(F) j t, a V WARNING-Valli,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10032016 BEFORE USE. iiiit Design valid for use only with MIlekD connectors.this design is based only upon parameters shown,and Is for an kndlvldual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Is ury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and tr ss systems.seeANSi/W11 Quality Crlfeda,DSB-89 and SCSI Bra•dbng Component 6904 Parka East Bird. 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 Catalina T9161092 10521 TO T63 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:40 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-WCJs987YLKnjtu0NDIiHRkLnG0PkX95unBJ1 boytDqP 5-2-12 12-5.0 19-7-4227-4-0 28-8-0 I 5-2-12 7.2.4 7-8-12 1-4-0 Scale=1:50.6 6x6= 3 it 6.00 rli i6 17 3x6 4 4x5 i 14 2x4// 2 5 t5 2x4 II :� 1104414044 1 se 18 r? r 6 to k_ 7 ?g Z 1.1. 10 19 9 20 8 '—• 11 • 4x5= 4x5= 3x8 MT2OHS- 4x5= 3x6= 7-7-8 17.2.8I 27-4-0 7-7-8 i 9.7-0 10-1-8 Plate Offsets(X,Y)-- (6:0-2-4,0-1-8) LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.36 8-10 >912 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.63 8-10 >521 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr YES WB 0.37 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11 REACTIONS. (lb/size) 11=1072/Mechanical,6=1183/0-5-8 Max Horz 11=-i28(LC 10) Max Uplift 11=-120(LC 12),6=-166(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-3=-1366/309,3-5.1571/325,5-6=-1807/314 BOT CHORD 10-11=-133/1245,8-10=-34/977,6-8=-191/1536 WEBS 3-10=-36/406,3-8=-88/731,5-8=-429/204,2-11=-1413/237 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=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=2711;eave=4ft;Cat. • II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-5-0,Exterior(2) 12-5-0 to 15-5-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)All plates are MT20 plates unless otherwise indicated. 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)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=1b) 11=120,6=166. A WARNING-Verify design parameters and READ NOTES ON THS AND INCLUDED MIMIC REFERANCE PAGE M6.7473 rev.1041312015 BEFORE USE. MI• Design valid for use only with MITek^>connectors.This design k based only upon parameters shown-and Is for an individual boding component.not a truss system.tic+lore use,the tsdkxng designer must verIty the applIcabllty of design parameters and properly incorporate tisk design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of tr sses and truss systems.seeANSI/TPI I Quality Crlteda,DSB-89 and SCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA22314. Tampa.FL 33610 ;Job Truss Truss Type Qty Ply Catalina T9161093 10521 TO T64 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:41 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-_OtFMT8A6dvaV2_ZXeE W_x11 XPg4GSN10r3b7EytDgO 4-4-0 84-8.0 I 4-4-0 4-0 Scale=1:16.2 2x4 I I 6x6= 6x6= 2 3 1 7 8 5 9 10 4 THD26 THD26 THD26 THD26 8x10= 6 2x4 'I 2x4 I 4-4-0i 8-8-0 4-4-0 4-4-0 Plate Offsets(X,V)-- 11:0-3-0,0-2-41,13:0-3-0,0-2-41,[5:0-5-0,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.08 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.18 4-5 >544 180 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) -0.00 4 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2199/Mechanical,4=2682/Mechanical Max Uplift 6=-303(LC 4),4=-362(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6.1485/232,1-2=-5102/693,2-3=-5102/693,3-4=-1485/232 WEBS 1-5=-717/5275,2-5=-256/189,3-5=-717/5275 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131-x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25it;B=45ih L=24th eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);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 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) 6=303,4=362. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0.0 oc max.starting at 1-9-12 from the lett end to 7-9-12 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead.r Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Ven:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-1052(B)8=-1052(6)9=-1052(B)10=-1055(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111-7473 rev.IO03/2015 BEFORE USE Ill Design valid for use only with MIIeka connectors.this design is tamed only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall • building design. Bracing kxdicated Is to prevent buckling of individual teas web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.tat rlcatkm,storage,delivery,erection and bracing of tr usand truss systems.soeANSI/IPI I Quality Criteria,DSB-89 and BCSI Bolding Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 job ;Truss Truss Type Oty Ply Catalina 7 T9161094 10521T0 T65 Roof Special Girder 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:43 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-xn??n99QeF91kM8ye3H_3MzETDP_kOUKT8YiC7y1DgM 2.0-93.11.7 6-0-0 7.8-5 ,9.4.10 14.0.13 18-9-0 I 23-5-3 I 28-1-6 1 33-8-0 ,35.0.Oi ' 2-0-9 i 1-10-13 1 2-0- 9 1-8-5 ' 1-8-5 1 4-8-3 1 4-8-3 4-8-3 4-8-3 5-6-10 '1-4.0 5x6= Scale:3/16'=1' 8 CI- 6.00 rir 9 3x6 7 10 t4 6x8 i 11411411 11 7x14 MT2OHS= 6 O 4x6= 5x6= 4x6= 5 1 2 3 =�`'� _y- �r•�. 12 I,h a �rii WIZ m $ - 13Ii 25 24 23 22 21 20 19 18 17 16 15 14 _ 4x6= 5x6= 8x10=3x6 II 5x6= 4x10= 4x6= 2x4 II 3x4 3x4= THD26-2 2-0-9 3-11-7 I 6-0-0 17-8.5 19.4.101 14-0-13 18-9-0 I 23-5-3 1 28-1-6 33-8-0 2-0-9 1-10-13 2-0-9 1-8-5 1-8-5 4-8-3 4-8-3 4-8-3 4.8-3 5-6-10 Plate Offsets(X,Y)-- [1:0-2-4,0-2-0),[2:0-2-8,0-2-8),[3:0-2-8,0-2-0),[5:0-3-5,0-2-12),[6:0-2-0,0-2.01,[12:0-1-0,Edge),[21:0-4-0,0-1-81,[22:0-3-8,0-4-8),[23:0-2-8,0-2-8), [24:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.92 Vert(LL) -0.32 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.79 21-22 >509 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.10 12 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:446 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, 8-10,10-13:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-19:2x6 SP No.2 WEBS 2x4 SP No.3'Except* 1-24,2-23,5-22:2x4 SP No.2 REACTIONS. (lb/size) 25=3525/0-5-8,12=1899/0-5-8 Max Horz 25=-137(LC 6) Max Uplift 25=-452(LC 8),12=-260(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-3228/425,1-2=-5808/749,2-3=-11936/1544,3-4=-15896/2057,4-5=-16539/2151, 5-6=-8329/1076,6-7=-4545/607,7-8=-2828/427,8-9=-2826/426,9-11=-3248/434, 11-12.3690/440 BOT CHORD 24-25=-100/333,23-24=-688/5808,22-23=-1483/11936,21-22=-1329/10871, 20-21=-1329/10871,18-20=-867/7429,17-18=-393/4016,15-17=-237/2849, 14-15=-310/3249,12-14=310/3249 WEBS 1-24=-814/6321,2-24=-3401/464,2-23=-909/7010,3-23=-2195/307,3-22=-569/4395, 4-22=-7104/944,5-22.848/6393,5-21=-280/2155,5-20=-5154/692,6-20=423/3524, 6-18=-3952/549,7-18=-236/2142,7-17=-2281/344,8-17=-293/2204,9-17=-566/117, 9-15=0/354,11-15=-464/88 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 22-4 2x4-2 rows staggered at 0-3-0 oc. d 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;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=251t;•B=45ft L=34ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)All plates are 4x5 MT20 unless otherwise indicated. 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.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. Continued on Dane 2 r A WARNING-WWI).design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Ma-7473 rov.10/03/2016 BEFORE USE NE Design valid for use only with Milek.S connectors.1Ns design Is based only upon parameters shown.and is for an Individual balding component,not o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulling design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stabRity and to prevent collapse with possible personal miry and property damage. For general guidance regordirK)the fabrication,storage,deiNery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Guaity Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161094 10521T0 .T65 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:43 2016 Page 2 I D:YrVMpzVObwPLHyMiszXOYQywwHd-xn??n99QeF91kM8ye3H_3MzETDP_kOUKT8YiC7ytDgM NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)25=452,12=260. 11)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent a1 6-2-8 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-8=-60,8-13=-60,12-25=-20 Concentrated Loads(Ib) Vert:22=-2662(B) • • • • • • • • • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M11EK REFERANCE PAGE M1-7473 rev.1003/2015 BEFORE USE 111111 Design valid for use only with Ml1ek./connectors.Iris design is bred only upon parameters shown.and is for an Individual building component,not a truss system.Before use.the building designer must verify the c plic<rblily of design I.xxcxneters and property Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stablity and to prevent collapse with possible personal injury and property drrnoge. For general guidance regarding the tabrlcatkxl,storage,delivery,erection and bracing of trusses and trusssystems,see.ANSI/1P11 Quality Criteria,DSB-89 and SCSI BuldingComponent 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 Ory Ply Catalina 19161095 10521T0 166 Roof Special 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:44 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-PzYN VA20Y1-19M WjBCnoDcaVPSdpFTq?TioHFlaytDgL 7-1-8 12-7-0 { 16-1-0 ,17-5-018.9-0120-1.021-5-01 24-11-0 126-11.01 33-8-0 35-0.01 i 7-1-8 I 5-5-8 3-6-0 '1-4-0 1.4.0 1-4-0 1-4.0 3.6-0 2-0-0 6-9-0 1-4-0 Scale=1:61.2 5x6= 10 12 8 !! 14 5x6 7x10 5x6 i6 6 33 7x10-17 6.00 FIT 4 cs <.•.: .. 111' 10x12= r 4x12= 0 ex6 31 0 v � 30V 111 18 to 26 25 24 23 22 21 20 4x5 II 5x12 3x12 M18SHS- 4x5= 3x8= 4x10= 3x6 4x5= 7-1-8 12-7-0 1 18-9-0 24-11-0 1 33-8-0 5-5-8 6-2-0 6-2-0 8-9-0 Plate Offsets(X,Y)-- [3:0-3-0,Edgel,[4:0.0-12,Edgel,115:0-0-4,Edgel,[16:0-3-0,Edgel,[18:0-4-12,0-1-81,123:0-2-0,0-2-01,[25:0-3-8,0-2-81 - — 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.28 23-25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.70 23-25 >574 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.12 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2:2x4 SP SS,3-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.1 7-3-14 oc bracing:23-25. WEBS 2x4 SP No.3'Except' JOINTS 1 Brace at Jt(s):9,5,13 1-25:2x4 SP No.2,2-23:2x6 SP No.2 REACTIONS. (lb/size) 26=1327/0-5-8,18=1434/0-5-8 Max Horz 26.125(LC 10) Max Uplift 26=-172(LC 12),18.224(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1240/289,1-2=-4236/796,2-3=-2694/553,3-4=-2183/532,4-5=-1620/447, 5-7=-1620/447,7-9=-1620/447,9-11=-1620/447,11-13=-1620/447,13-15=-1620/447, 15-16=-2182/528,16-17=-2170/477,17-18=-2363/481,4-6=-634/121,6-8=-612/156, 8-10=-603/178,10-12=-602/176,12-14.610/153,14-15.634/119 BOT CHORD 23-25=-731/4315,22-23.357/2371,20-22=-272/1909,18-20=-333/2032 WEBS 1-25=-782/4200,2-25=-930/268,2-23=-2057/393,3-23=-63/736,3-22=-417/12, 9-22=0/264,16-22=-109/385,16-20=-24/378,17-20=-277/118,9-10=-87/393 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=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=341t;eave=oft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-2,Interior(1)3-6.2 to 18-9-0,Exterior(2)12-7-0 to 22-1-6,Interior(1)22-1-6 to 23-11-3 zone;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)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x4 MT20 unless otherwise indicated. 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 26=172,'18=224. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED Ml1EK REFERANCE PAGE 1411-7473 rev.11/032015 BEFORE USE. mil Design valkl for use only with Mileld)connectors.Ihls design is based only upon parameters shown.and Is for as Yxilvtducl building component,not a truss system.Before use,the building designer must verity the cppllcaWlly of design parameters and properly incorporate this design into the overall b/ding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addtlonar temporary and permanent bracing MiTek• k always required for stabllly and to prevent collapse with possible personc4 Inks/and property damage. For general guidance regarding the - -- -_ fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdable from Truss Plate Institute.218 N.Lee Street.Suite 312,flexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T9161096 10521T0 T67 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:45 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-t961CrBg9sP0zgl LmUJS8t12dF 17pCIGdxS1 oG?ytDgK 4.7.08-10-8 10-10-0 18-9-0 26-8-0 33-8-0 13 5-0- 4-7-0 4-3-8 1 1-11-8 7-11-0 7-11.0 7-0-0 1-4-0 Scale=1:58.7 6.00 12 7x10 2x4 I I 7x10 4x5= 2x4 I I 65x6= 4 20 21 5 22 23 24 6 al 1 19 2 34911 8 7 8 g: 25 0 26 6 7 N i— '� )I� 10 1 —I t l e � 8 )Y 15 14 13 12 11 10 9 2x4 I I 5x12= 4x10= 2x4 I I 3x6= 3x8 MT2OHS= 3x6— 4x5= • 4.7.010-10.0 18-9-0 I 26-8-0 I 33-8-0 4-7-0 6-3-0 7-11-0 7-11-0 7-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-2-01,14:0-4-4,0-2-01,16:0-4.4,0-2-01 1 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.23 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.64 11-12 >629 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.14 7 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-6:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1328/0-5-8,7=1433/0-5-8 Max Horz 15_102(LC 12) Max Uplift 15=-148(LC 12),7=-193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-1283/273,1-2=-2033/379,2-3=2033/379,3-4=-3050/573,4-5=-3189/632, 5-6=-3189/632,6-7=-2388/434 BOT CHORD 12-14=-508/3301,11-12=-393/2764,9-11.288/2054,7-9=-291/2048 WEBS 1-14=-429/2318,2-14=-303/129,3-14=-1479/292,3-12=-904/202,4-12=-86/848, 4-11=-104/632,5-11=-549/216,6-11=-235/1321,6-9=0/285 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-2,Interior(1)3.6-2 to 10-10-0,Exterior(2) 10-10-0 to 30-0-6,Interior(1)30-0-6 to 35-0-0 zone;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)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 tor 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) 15=148,7=193. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.10N320r5 BEFORE USE. 1111 , Design valid for use only with MIIMA connectors.This design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the bulking designer must verify the applicablity of design parameters and properly incorporate this design Into the overall bulling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hhay and property damage. For general guidance regarding the • • fabrication.storage,delivery.erection and bracing of trsses and huss systems,seeANS1/1P11 Quality World.DSa-89 and SCSI Building Component 6904 Parke East Blvd. 1 Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 j 'Job Truss Truss Type Oty Ply Catalina �f T9161097 110521TO T68 ROOF SPECIAL GIRDER 1 21 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Fri Jul 29 11:01:47 2016 Page 1 I D:YrVMpzVObwPLHyMiszXOYOywwHd-pYE W dXCxhTgkDzSjtvLwDC7yOgohgBRwOmW vLuylDgl 5-9-14 11.5.15I 17.2-1 i 22-10-2 28-8-0 33-8-0 35-0-0 5-9-14 5-8-2 5-8-2 5-8-2 5-9-14 5.0-0 1.4-0 Scale=1:57.9 NAILED NAILED NAILED NAILED NAILED 2x4 II NAILED 4x6= NAILED NAILED 4x5= NAILED 4x5 NAILED 3x6 NAILED NAILED 4x5= NAILED NAILED 7x10= 8.00 12 1 21 22 23 2 24 25 26 27 3 28 29 4 30 5 31 32 633 34 35 36 7 1T1 Rn n r 0 nu V I m t nu g nn a Li ,r nil �\ m o_ 8 (<' 9 mM 1 ix . 1 II • r L• II ii—•• Ir ,, .. 11% 1 J )g 1737 38 3g 16 40 41 15 42 14 43 44 45 13 46 47 12 11 10 48 49 2x4 II NAILED 4x6= NAILED3x6= 4x6 NAILED 4x10= 4x5=NAILED NAILED 2x4 I 3x5= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x8 MT2OHS= NAILED NAILED 5-9-14 11-5-15 17-2-1 22-10-2 28-8.0I 33-8-0 ' 5-9-14 I 5-8-2 I 5-8-2 I 5-8-2 j 5-9-14 5-0-0 Plate Offsets(X,Y)-- 11:0-2-4,0.2-01,17:0-4-4,0-2-01,116:0-2-4,0-2-01 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.35 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.88 13-14 >457 180 MT2OHS 187/143 BCLL 0.0 . Rep Stress Incr NO WB 0.90 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:334 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=2372/0-5-8,8=2329/0-5-8 Max Horz 17=-102(LC 21) Max Uplift 17=-291(LC 4),8=-305(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-2232/338,1-2=-4410/537,2-3=-6907/839,3-5=-7676/933,5-6=-7676/933, 6-7=-6745/824,7-8=-4365/501 BOT CHORD 14-16=-477/4410,13-14=-755/6907,11-13=-722/6745,10-11=-361/3837,8.10=-367/3826 WEBS 1-16=-577/4745,2-16=-1697/349,2-14=-334/2739,3-14=-879/234,3-13=-107/843, 5-13=-5281191,6-13=-132/1021,6-11=-1009/261,7-11=-395/3177,7-10=0/332 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 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=101 mph;TCDL=5.0psl;BCDL=5.0psf;h=25ft B=45ft;L=34ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _ 17=291,8=305. 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)+langer(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and'166 lb up at 28-8-0 on top chord,and 120 lb down at 28-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. /LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Continued on neon 2 v WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MIf-7473 rev.10/034015 BEFORE USE Design valid for use only with Weld*connectors.Iris design Is based only upon paaneters shown,and Is for an individual txrtding component,not a truss system.Before use.the bulking designer must verify the applicablity of design parameters and properly ix:ort orate kis design into the overall bulking design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing !MeV is always requked for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regaalng the 6904 Parke East Blvd. fabrication,storage.delivery,erectionrn and bracing of trusses and truss systems.seeANSI/1PI1 Quaely Criteria.DSB-89 and SCSI Buil*ry Component Tampa.FL 33610 Safely Information available/roTruss Plate kutltute,218 N.Lee Street,SAlexandria.Suite 312,Alexaria VA 22314. Job Truss Truss Type Qty Ply Catalina �f T9161097 10521T0 T68 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:48 2016 Page 2 ID:YrVMpzVObwPLHyMfszXOYOywwHd-HkougtDZSnobg7lvRcs9mOg78E8wPeh3dQFStKytDqH LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-60,7-9=-60,17-18=-20 Concentrated Loads(Ib) Vert:7=-163(F)11=-47(F)10=-110(F)21=-87(F)22=-70(F)23=-70(F)24=-70(F)25=-70(F)27-70(F)28=-70(F)29=-70(F)30=-70(F)31.70(F)32-70(F) 33=-70(F)34=-70(F)36=-70(F)37=-53(F)38=47(F)39=-47(F)40=-47(F)41=-47(F)42=47(F)43=-47(F)44=47(F)45=-47(F)46=-47(F)47=47(F)48=-47(F) 49=-47(F) 0 WARNING-VeiNy design paramears and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with Ml1e409 connectors.this design lv based only upon parameters shown.and s for an Individual 1 xrlding component,not a InrA system.Before use,the building designer must verify the applicability of design Ixxameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent truckling of Indtvkiu al truss web and/or chord members only.Additional term'<na ry and permanent bracing MiTek' Is always required for stablity and to prevent collapse with possible personal Injury and property damage. For general guidance today-Ana the EBlvd.fabrication,storage,delivery,erection and bracing of trusses and Inns systems.seeANSI/TPI l Quality Cd6904East terla,DSB-89 and(SCSI Building Component Tanya.04 ParkeFEast Safety Information avcilabie horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. • Job ,Truss Truss Type Qty Ply Catalina T9161098 10521TO 11-69 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:49 2016 Page 1 I D:YrVMpzVObwPLHyMiszXOYQywwHd-IxMG1 CEBD5wSSHc6?KNOJdDMteW A8H9Cs4?0PmytDgG -1-4-0 2-0-14 6.4-0I 8-1-0 12-4-2 l 14-5-0 15-9-0 i 1-4-0 I 2-0-14 4-3.2 1-9-1 4-3-2 2-0-14 1-4-0 Scale=1:30.2 7x10= 6x6 /1 4.24 12 NAILED 4 20 5 NAILED NAILED ' 21 19 � 7x103 % 000 °'1 7x10 6.00 12 6 � d �� 7 2 "' D �1 fl fl nn 8 8 ig 12 22 11 23 10 24 9 I/ 2x4 II NAILED 4x5—NAILED 4x10= NAILED 2x4 II 35 NAILED NAILED 3x5 l 2-0-14 I 6-4-0 8-1-0 12-4-2 I 14-5-0 2-0-14 4-3-2 1.9.1 4-3.2 2-0-14 Plate Offsets(X,Y)-- 13:0-7-4,0-3-01,(4:0-6-0,Edge),16:0-7-4,0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 I Vert(LL) -0.06 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.16 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.06 7 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1364/0-5-8,7=1364/0-5-8 Max Horz 2=44(LC 24) Max Uplift 2=-187(LC 8),7=-187(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2297/302,3-4=-2597/405,4-5=-2419/391,5-6=-2598/404,6-7=-2297/302 BOT CHORD 2-12=-242/2007,11-12=-234/2000,10-11=-330/2419,9-10=-235/1999,7-9=-243/2007 WEBS 3-11=-103/485,6-10=-101/486 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=5.Ops1;BCDL=5.Opsf;h=25tt;B=45ft;L=241t;eave=4ft;Cat. II;Exp B;End.,GC0=0.18;MW FRS(directional);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) 2=187,7=187. 7)"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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down and 111 lb up at 6-4-0,500 lb down and 111 lb up at 8-1-0,67 lb down and 47 lb up at 2-0-14,94 lb down and 71 lb up at 6-4-0,and 94 lb down and 71 lb up at 8-1-0,and 67 lb down and 47 lb up at 12-4-2 on top chord,and 9 lb down and 1 lb up at 2-0-14,9 lb down at 2-3-0, and 9 lb down at 12-2-0,and 9 lb down and 1 lb up at 12-4-2 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:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-8=-60,13-16=-20 Concentrated Loads(Ib) Vert:4=-572(F=-72)5=-572(F=-72)12=1(F)11=-45(F)10=-45(F)9=1(F)19=-16(F)20=-68(F)21=-16(F)22=-21(F) 23=-43(F)24=-21(F) 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IAS-7473 rev.10/03/2015 BEFORE USE * Design valid for use only with Milek®connectors.Ibis design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate Ns design Into the overall building design- Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addltlo d temporary and permanent bracing MiTek" Is always required for siabdity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.dellvery,erection and bracing of trusses and truss systems.seeANSUIP11 Quality Cdterfa,0611-89 and SCSI Budding Component 6904Blvd.69Parke rk 33610e East Safely Information available from Trus Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. !Job Truss Truss Type Oty Ply Catalina T9161099 10521T0 T70 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:49 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOY0ywWHd-IxMG1 CEBD5wSSHc6?KNOJdDOCea38J4Cs470PmytDgG 1 4 0 5-1-0 I 9.4.0 I 14-5-0 15.9.0 I I 1-4-0 l 5-1-0 4-3-0 5-1-0 1-4.0 Scale=1:27.8 6X6 1I 6x6 11 3 4 6.00 riy 17 �' I 16 N 18 15 5 2 o L - 6 I co ' O 8 7 3X4= 2x4 11 2x4 1 3x4= 5-1-0 9.4.0 + 14-5.0 I 5-1-0 4-3-0 5-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.50 Vert(TL) -0.13 7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1157/0.5-8,5=1157/0-5-8 Max Horz 2=53(LC 11) Max Uplift 2=164(LC 12),5=-164(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1903/550,3-4=-1643/514,4-5=-1903/550 BOT CHORD 2-8=-389/1638,7-8=-388/1643,5-7=-391/1638 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-1-0,Exterlor(2)5-1-0 to 9-4-0,Interior(1)13-6-15 to 15-9-0 zone;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=lb) 2=164,5=164. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)500 lb down and 157 lb up at 5-1-0,and 500 lb down and 157 lb up at 9-4-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-6=-60,9-12=-20 Concentrated Loads(Ib) Vert:3=5004==500 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.tON3/7015 BEFORE USE. ml. Design valid for use only with Milek<s connectors.Ibis design is based only upon parameters shown.and is for an individual holding component,not a Bras system.Before use,the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent txrciditg of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lPI l Quality Criteria,DSB-89 and BCSI Building Componanf 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161100I ,10521 TO T71 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:50 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYOywwHd-D7weFYFp_0214RAIZ 1vdrrl W z2zOtmlM4kkZyDytDgF -1-5-5 5-5-6 1-5-5 5-5-6 Scale=1:17.8 3 la 5.54 FT NAILED NAILED 9 g a III " 2 / 10 4 ►; NAILED NAILED 3x4= 1 5-5-6 5-5-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.08 4-7 >798 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.12 4-7 >556 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5.6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical,2=313/0-5-13,4=67/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-48(LC 12),2=-63(LC 12) Max Gray 3=137(LC 1),2=313(LC 1),4=99(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-5-5 to 2-9-9,Exterior(2)2-9-9 to 5-4-10 zone;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.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. 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)3,2. 6)"NAILED"indicates 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=-60,4-5=-20 Concentrated Loads(Ib) • Vert:10=1(F=0,B=0) • • • WARNING-VarUy design perernafars and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE AM-7473 rev.10/03l2015 BEFORE USE. n Design valid for use only with Milek8 connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before tee,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MR** 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 bracng of tnuses and truss systems.seeANSUTPI I 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.Alexandria.VA 22314. Tampa.FL 33610 ..rea.sco, �'lXoYr + .JR'h9wtAN Job Truss Truss Type Oty Ply Catalina T9161101 10521T0 T72 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:51 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-iJTI SuFRlIA9hblU61QsO21j6RIgcDXVJOU7UfytDgE 5-5-15 Ii 5-5-15 Scale=1:17.3 2 7 , 1 5.54 FIT 8 NAILED NAILED 7 0 a_ N 1 I 11--_ D 3 NAAILEDILED 3x4= 5.5.15 I 5-5-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.07 3-6 >876 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.13 3-6 >493 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=227/0-5.7,2=146/Mechanical,3=82/Mechanical Max Horz 1=72(LC 12) Max Uplift 1=-7(LC 12),2=-53(LC 12) Max Gray 1=227(LC 1),2=146(LC 1),3=102(LC 3) 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=l01mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;6=4511;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 4-2-15,Exterior(2)4-2-15 to 5-5-3 zone;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 tit 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)1,2. 6)"NAILED'indicates 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:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:9=-20(F=-10,6=-10) 1 0 WARNING-Verity design peremefers and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE. , Deslr vdkl for use only with Milela connectors.This design Is based only upon parameters shown,and is for an IndivIdud building component.not a truss system.Before use,the Wilding designer must verity the appilcablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/a chord members only.Addtionci temporary anpermanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal injury and property damage. ran general guidance regarding the 6904 Parke East Blvd.fabrk:atknr.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,D5B49 and SCSI Building Component Safely Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexarxlrla.VA 22314. —_— —__ Tampa.FL 33610 'Job Truss Truss Type Qty Ply Catalina T9161102 10521T0 T73 1Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:51 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-iJT1 SuF RIiA9hbIU61Qs021kciRJ NcDXVJOU7UfytDgE -1.4-0 5-1-0 1-4-0 5-1.0 Scale=1:18.0 3 1. 6.00 T 12 8 N • 2 _ 4 1 _ 2x4= I 5-1-0 5-1-0 Plate Offsets(X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (tort) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.08 4-7 >764 180 BCLL 0.0 ' Rep Stress her YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=128/Mechanical,2=291/0-5-8,4=63/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-47(LC 12),2=-56(LC 12) Max Gray 3=128(LC 1),2=291(LC 1),4=92(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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-0-4 zone;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 100 lb uplift at joint(s)3,2. A WARNING-Vsrtly dosign parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 1411-7473 rov.10/031201S BEFORE USE. 111. Design valid for use only with Mllek®connectors.Ibis design Is based only upon parameters shown.and Is for on Individual building component not a truss system.Before use-the building designer must verity the applIcab111y of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Ini ury and property damage. for general galdarnce regarding the E Parke ast Blvd. fabrication,storage-delivery,erection and bracing of busses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6604Tampa. Est0 Safely Information available from Truss Plate Institute.218 N.Lee Street,Stile 312.Alexandria VA 22314. Job Truss Truss Type Qty Ply Catalina T9161103 10521T0 T74 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:52 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywWHd-AW 1 PgEG3W010JkKhgSx5wGrv4rf6LfnfY2Dg05ytDgD 1 5-1-8 1 5-1-8 Scale=1:17.3 2 6.00 NY 7 Lf) v/ •d N N � � 3 2x4= 1 5-1-8 5-1-8 LOADING (psi) SPACING- 2-0.0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.09 3-6 >656 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=202/0-5-4,2=134/Mechanical,3=69/Mechanical Max Horz 1=73(LC 12) Max Uplift 1=-4(LC 12),2=-51(LC 12) Max Gray 1=202(LC 1),2=134(LC 1),3=94(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-0-12 zone;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)1,2. N o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA 7073 rev.10/03/2015 BEFORE USE. NMI Design valid for use only with Mlteka connectors.This design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the IxlldIng designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MR*" Is always required for stability and to prevent collapse with possible personal InMay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS1/1PI1 Quality Cdteda,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.Ft. 33610 (Job Truss Truss Type Qty Ply Catalina 1 T9161104 10521T0 T75 Jack-Open .2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:52 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-AW 1 PgEG3W 010JkKhgSx5wGrxcrh9LfnlY2Dg05ytDgD -1-4-0 4-1-10 1-4-0 4-1-10 Scale=1:15.7 3 6.00 FIT 8 to N Q N 2 4 2x4= 4-1-10 4-1-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=101/Mechanical,2=256/0-5-8,4=49/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-36(LC 12),2=57(LC 12) Max Gray 3=101(LC 1),2=256(LC 1),4=73(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4it;Cat. II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8.0,Interior(1)1-8-0 to 4-0-14 zone;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 100 lb uplift at joint(s)3,2. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE M0.7473 rev.101031201S BEFORE USE. Design valid for use only with Milekh connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a tans system.Before use,the bulking designer must verify the applIcabIlty of design parameters and properly Incorporate this design Into the overall biding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the EBbd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPt t QuaNty Criteria.DS8-S6904FLEast 9 and SCSI BuNding Component Tampa,04 Parke 33610ast Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. IJob Truss Truss Type Qty Ply I Catalina 19161105 10521 TO T76 Jack-Open 3 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:53 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYQywwHd-eibntaHiHJQtxuvtEASKTTNBeF3P461 omizDZYytDgC -1-A-0 2-1-10 I1.4.0 I 2-1-10 Scale=1:10.7 3 8 6.00 12 2 2 e 4 1 2x4= 2-1-10 I 2-1-10 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 3=40/Mechanical,2=189/0-5-8,4=17/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-11(LC 12),2=-64(LC 12) Max Gray 3=40(LC 1),2=189(LC 1),4=33(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-0-14 zone;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 100 lb uplift at joint(s)3,2. d A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE1d ' Design valid for use only with MlleM connectors.This design Is Ixtsed only upon parameters shown,and Is for an indMdual building component,not a Buss system.Before use,the building designer must vedfy Hie applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek, is always regrired br stability and to prevent collapse with possBnle personal Injury and property damage. For general gull nce regarding the fabrication, East Blvd. xation,storage,delivery,erection and bracing of trusses and anus systems.seeANSI/TPI l Quality Cd6904 terla,DSB-89 and BCSI Building Component Tampa.04 Parke East 0 Safety Information available from Truss Plate kssitute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply Catalina T9161106 10521T0 T77 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:53 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-eibntaHiHJQtxuvMEASKTTN68F3G461 omizDZYytDqC -1-5-5 2-0-12 iI 1-5-5 2-0-12 Scale=1:10.1 3 0 5.54(12- 0 2111W14111111111111111114r a 1 III ►� 2x4= 2-0-12 1 2-0-12 Plate Offsets(X,Y)-- (2:0-4-3,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >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-MS Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=36/Mechanical,2=198/0-5-13,4=13/Mechanical Max Horz 2=56(LC 12) Max Uplift 3=-7(LC 9),2=-72(LC 12) Max Gray 3=36(LC 1),2=198(LC 1),4=31(LC 3) 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=5.Opsf;BCDL=5.Opsf;h=25th;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;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 100 lb uplift at joint(s)3,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE A111-7473 rev.16N32015 BEFORE USE. III Design valid for use only with MI lekSo connectors.This design Is based only upon parameters shown,and is for an individual building component,not a tr ss system.Before use,the building designer must verify the appllcabiiry of design parameters and property incorporate ibis design into the overall building design. Bracing Indicated is to prevent buckling of IndMduat truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllty and to prevent collapse with possible personal hkay and property damage. for general guidance regarding the Parke East Blvd.fabrication,storage,delivery.erection and bracing o1 tnsses and truss systems,seeANSI/TPI l Quality 6904 Criteria.DSS-89 and SCSI Bolding Component Tama.904 FEt 0 Safely Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Job Truss Truss Type Qty Ply (Catalina T9161107 10521 TO T78 Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:54 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-6u995w1 K2dYkY2U3otzZ0hwJ01PgpZHy?Min5_ytDgB -1-4-0 2-0-11 1-4-0 2-0-11 Scale=1:10.5 3A 6.00 12 2 Mr: 4 .41111.11._14 2x4= 2-0-11 2-0-11 LOADING (pst) SPACING- 2-0-0 CSI. I DEFL. In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=38/Mechanical,2=187/0-5-8,4=15/Mechanical Max Horz 2=58(LC 12) Max Uplift 3=-9(LC 12),2=-65(LC 12) Max Gray 3=38(LC 1),2=187(LC 1),4=32(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 1-11-15 zone;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)3,2. V WARNING-Vamy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. ' Design valid for use oNy with Mllek44 connectors.INs design Is bred only upon parameters shown,and Is for an Individual building component.not a trussth system.Before use, e braiding designer must verify the applicability of design parameters and properly incorporate this design Into the overall braiding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary ant permanent bracing MITek, Is always required for stability and to prevent collapse with posslile personal injury and property 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. Safety Information ava9abie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T9161108 110521TO T79 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:54 2016 Page 1 I D:YrVMpzVObwPLHyMiszXOYQywwHd-6u995w1 K2dYkY2U 3otzZOhw HitN BpZ Hy?M i n5_ytDgB 4-1-12 I 4-1-12 Scale=1:15.0 2 1 6.00 7 7 C, r` N a N 1 ,..: r`r Ql ,...„, 3 2x4= I 4-1-12 4-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 1 Vert(TL) -0.04 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rl/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=163/0-3-8,2=107/Mechanical,3=56/Mechanical Max Horz 1=59(LC 12) Max Uplift 1=-3(LC 12),2=-41(LC 12) Max Gray 1=163(LC 1),2=107(LC 1),3=76(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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45tt;L=24ft;eave=oat;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-1-0 zone;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 100 lb uplift at joint(s)1,2. A WARNING-Verily dafgn para etas and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.ibis design is based only upon parameters shown.and Is for an hidvldual building component,not a truss system.Before use.the balding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Irsdlvklral truss web and/or chord members only.Adcltiod>I temporary crsd permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general crridance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.soeANSI/TPI I Quality Cdteda,DSB-89 and SCSI Building Component Tampa.ft,33610 Solely Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Job 1 Truss Truss Type Oty Ply Catalina I 19161109 10521T0 T80 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:55 2016 Page 1 I D:YrVMpzV ObwP LHyMtszXOYQyww Hd-a5jXl G IypxgbAC 3GLbUoYuN93kaY0X5E0SKdQytDgA I 2-1-12 2-1-12 Scale=1:10.0 2 T 6.001-12 , :,, J' ' T � m , 0 2. 3 F'A 2x4= 2-1-12 II 2-1-12 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (tort) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 1=83/0-3.8,2=53/Mechanical,3=31/Mechanical Max Horz 1=30(LC 12) Max Uplift 1=-1(LC 12),2=-19(LC 12) Max Gray 1=83(LC 1),2=53(LC 1),3=38(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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)1,2. I A WARNING-Vastly design parmutsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.fa173l20r5 BEFORE USE. ' Design valid for use only with MiTek®connectors.ibis design Is based only upon parameters shown,and Is for an individual holding component.not a tree system.Before use,the bulking designer must verify the applicability of design pxzameters and properly incorporate this design into the overall buldIng design. Bracing indicated Is to prevent buckling of kxivfdual It uss web and/or chord members only. Additional tornporay and permanent bracing Milek• Is always required for stability and to prevent collapse with possible personal Intik),and property damage. For general guidance regciding the East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS9.99 and SCSI Bulling Component 690469 P.Parke Est0 Safety Information available from truss nd Plate Institute,218 N.Lee Street.Suite 312,Alexaria,VA 22314. Job Truss Truss Type Qty Ply Catalina T9161110 10521T0 T81 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:55 2016 Page 1 ID:YrVMpzVObwPLHyMiszXOYOywwHd-aSjXIGlypxgbAC3GLbUoYuTV73kYY0X5E0SKdOytDgA I 2-2-5 2-2-5 Scale=1:10.1 2 6.00 12 d n a, J' 1 , Mll.glljlliIIIIIIIIIIIIII LW 3 l ki 2x4= I 2.2-5 2-2-5 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=85/0-3-8,2=54/Mechanical,3=31/Mechanical Max Horz 1=31(LC 12) Max Uplift 1=-1(LC 12),2=-20(LC 12) Max Gray 1=85(LC 1),2=54(LC 1),3=39(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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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)1,2. I pg• WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AIII-EK REFERANCE PAGE M8.7173 rev.iQMY2016 BEFORE USE. Design valid tor use only with Milekt connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the baking designer must verify the applicablity of design parameters and property incorporate Itis design Into the overall building designs. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal hlury and properly damage. For general guidance regaining the Pae Est BNd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPII QuaNty 6904 Parke a CrIteda,D58-89 and BCSI Building Component 33610 Safety Information available from Truss ate hslIlale,218 N.Lee Street.Suite 312,Nexandrla,VA 22314. Tampa.P.rk Job I Truss Truss Type Ory Ply Catalina 19161111 10521T0 1T82 Corner Jack I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:56 2016 Page 1 I D:YrVMpzV Obw P LHyMfszXOYQywwHd-2 H HwVcJ aaEoSoMeSv 10156?gfS4c HTn ETgBu9tytDg9 2-5-2 2-5-2 Scale=1:10.7 2 6.00 12 N_ • f� N 1 3 * 2x4= 2-5-2 I 2-5-2 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 1=95/0-5-4,2=60/Mechanical,3=34/Mechanical Max Horz 1=34(LC 12) Max Uplift 1=-1(LC 12),2=-22(LC 12) Max Gray 1=95(LC 1),2=60(LC 1),3=43(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=5.0psf;BCDL=5.0psi;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;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 100 lb uplift at joint(s)1,2. t v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE 1111.7473 rev.10/032015 BEFORE USE ' Design valid for use only with Mllek1a connectors.ibis design Is based only upon parameters shown,and Is for an Individual building component,not a toss system.Before use,the Lxukiing designer must verity the apalcabltty of design parameters and properly incorporate this design Into the overall bulking design. Braakng Indicated is to prevent budding of IndMdud truss web and/or chord members only.Additto nal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Perko East Blvd. fabxk:atkrn.storage.delivery,erection and bracing of trusses and truss systems,soeANSI/IPBulking lt Quality Criteria,DSB-89 and SCSI Bung Component 6904Tampa,Parke Et 0 Safety Information available from Truss Plate Institute,218 N.Lee Street,State 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Catalina T9161112 [10521TO T83 Comer Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:56 2016 Page 1 I D:YrVMpzVObwPLHyMfszXOYQywwHd-2HHwVcJaaEoSoMeSv10156?ggS4cHTnETgBu9tytDg9 2-4-15 II 2-4-15 Scale=1:10.6 2 6.0012 , 4i o o 'T N 1 i a M- 3 -, 2x4= 1 I 2-4-15 i 2-4-15 LOADING(pst) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=94/0-5-4,2=60/Mechanical,3=34/Mechanical Max Horz 1=34(LC 12) Max Uplift 1=-1(LC 12),2=-22(LC 12) Max Gray 1=94(LC 1),2=60(LC 1),3=43(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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 pst 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 100 lb uplift at joint(s)1,2. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10932015 BEFORE USE. Design valid for use only with MI1ekn connectors.this design is based only upon parameters shown.and Is for an IndMdual building component,not NI C1 truss system.Before use,the bulking designer must verity the applicability of design paraneters and properly incorporate this design into the overall MiTek* trllding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal hilly and property damage. For general guidance regarding the Parke East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qualy 6904 Criteria,DSB-89 and SCSI Building Component Tampa.04 FEst 0 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Catalina T9161113 10521T0 T84 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:57 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-WTrljyKCLYwJPW DeT?XGdJYgtsPl0w1 OhKxRiJytDg8 I 2-6-5 I 2-6-5 Scale=1:10.9 2 T 6.0052 • • allnillillillinlil1 M- 3 X4_ 2x4= I 2-6-5 2-6-5 ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 1 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=99/0-5-8,2=63/Mechanical,3=36/Mechanical Max Horz 1=36(LC 12) Max Uplift 1=-1(LC 12),2=-23(LC 12) Max Gray 1=99(LC 1),2=63(LC 1),3=45(LC 3) FORCES. (lb)-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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=2511 B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 20.0pst 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. 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)1,2. 0 WARNING-Verify desIgn paramNsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.1003/2015 BEFORE USE. wilt Design vdkl for use only with Mi1ek9 connectors.This design Is based only upon parameters shown,and is for an Individual twining component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gddance repadInq the ParkeEast Blvd.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB-86904 9 and BCSI Bullring Component 69 P,F 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Sudo 312,Alexandria.VA 22314. rJob Truss Truss Type Qty Ply Catalina T9161114 10521T0 T85 Roof Special Girder 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:58 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYOywwHd-_fPgwHLg5s2A1 fog 1 j2VAX5OLGItINeXw_g_ElytDg7 22.3.8 5 2.3 -0-81 { 2-2-0 2--00 201--0201--04 2-0 } 0-8-11 48 111 2-2-0 0-0-12 Scale=1:11.4 4x55I I 5.54 12 4 5 1 2 — li 62x4 II 2x4= 2x4= 2-3-8-2, { 2-2-0 2- -12r 4-5-0 2.2-0 2-2 0 0-0-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.09 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=242/0-5-13,4=242/0-5-13 Max Horz 2=20(LC 7) Max Uplift 2=-44(LC 8),4—44(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-263/65,3-4=-263/65 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=5.Opsf;BCDL=5.Opsf;h=25it;B=45ft;L=24ft;eave=4th Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);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)2,4. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 lb down and 77 lb up at 2-2-12,and 54 lb down and 77 lb up at 2-2-12 on top chord,and 25 lb down at 2-2-0,and 25 lb down at 2-2-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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=-60,3-5=-60,7-10=-20 Concentrated Loads(Ib) Vert:6=-41(F=-21,B=-21) iiii. 0 WARNING-Verily(Malign paranadars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.IO/03r20IS BEFORE USE. Design valid for use only with MITek9 connectors.this design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the binding designer must verity the appiic.al IIiy of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke Blvd.fabrication,storage.delivery,erection and bracing of tnrsses and Wass systems,seeANSI/IP11 Quality Cdtena.DSB-89 and BCSI BuildingEast ding Component Tampa.04 F 33610 Safely Information avdkirle horn Truss Plate Institute.218 N.tee Street.Suite 312.Alexandria.VA 22314. _ ___. -__ Truss Truss Type Qty Ply Catalina Job T9161115 10521T0 T86 Jack-Open '2 1 I. Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:58 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-_fP9 i gss2A1fog1j2VAX50KGmSINGXw_g_ElytDg7 2-2-0 0-8- 11 i 2-2.0 Scale=1:9.6 3 i 5.54',12 2 , 01 1 i 1 4 4 VA 2x4= 2-2-0 II 2-2-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 !Va n/a Weight:8 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=50/Mechanical,2=135/0-5-13,4=27/Mechanical Max Horz 2=43(LC 12) Max Uplift 3=-16(LC 12),2=-31(LC 12) Max Gray 3=50(LC 1),2=135(LC 1),4=37(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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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 pst bottom chord Ilve load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Ops1 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)3,2. QWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milek6 connectors.This design is based only upon parameters shown.and Is for an Individual al buldirng component,not a truss system.Before use,the baking designer must verify the applicability of design parameters and properly incorporate this design Into the overall M ek• building design. Brach©indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the East Blvd. latxk:atkern.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Tampa,Parke 33610 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Oty Ply Catalina T9161116 10521T0 T87 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Jul 29 11:01:59 2016 Page 1 ID:YrVMpzVObwPLHyMfszXOYQywwHd-Tsy28dLSs9A1 fpN I aQZkjkdB4g6l UqW h9eQYmBytDg6 -0-8-11 2.0.15 0-8-11 2-0-15 Scale=1:9.4 3 5.54 r2 , 2 , r 4 2x4= 2-0-15 2-0-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rite. n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=47/Mechanical,2=132/0-5-13,4=26/Mechanical Max Horz 2=41(LC 12) Max Uplift 3=-15(LC 12),2=-32(LC 12) Max Gray 3=47(LC 1),2=132(LC 1),4=35(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;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.Ops1 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)3,2. • ► A WARNING-Verny design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE MB-7473 rev.1W03/2015 BEFORE USE Design valid for use only with Mllek,B connectors.lbs design Is based only upon parameters shown,and Is for an individual building component,not o truss system.Before use,the building designer must verity the applicabllty of design pcaameters and properly Incorporate this design into the overall MiTek• building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for slabalty and to prevent collapse with possible personal injury and property damage. for general gtidance regarding the Parke East Blvd.rotxk:atkxn.storage,delivery,erection and bracing of trusses and truss6904 systems,seeANSI/TPII Quality Catena,DSB-89 and BCSI Budding Component Tampa,04 FEast 0 Safety Information avc able from Truss Plate Institute,218 N.Lee Street,Site 312.Alexandria VA 22314. 00 7 1# m Ntill o CT' i O ,-,(1) 7 io300 y, _ _ z 70 Z Cl) 0 ° nQOQ K 3Q � a �O 0_ 30� 3, 5, 6- om Q-°o 0,. 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