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1690 ATLANTIC BEACH DR - TRUSSES .` BCS BUILDING COMPONENT SUPPLY, INC. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1406 ,,,,m BEARING HEIGHTS 00340 1000-• _. �lf � yil I 1 El - 1 1 /8° ' 1 POS rn a $$ ////A 1 2'- 1 1 /8" 2.M.M.1 ..,..!. . pid . =- ' iiii.. ' i-1. 1 /Mall. `X � 20' - 1 1 " \ I iilliiIU . .. ,i I 'Milli THIS IS A TRUSS PLACEMENT _ —,'IME.. I IME1r'^-0° DIAGRAM ONLY. ,\—I� ■I 11111111111 I. These trusses are designed as $ $ $ $$ 88 individual building components to be �I��'I�" -'I I e ! I e l I e 1MaI■ . .. incorporated into the building design at iiiimii_itriiiImm;! Millithe specification of the building E E - F. designer. See individual design sheets ���-I� �" " 9 for each truss design identified on the • .. . :RLE COPY 6. 1 _ _ 61-1146 0 1=1010 X00 v 1 #1010 « ( Ti I I . I a =4040 I ,a IT • ■ '1 PI ' ir, ,, , ■r� MI :� Ta IY uII II I TM TN nP i!!1JiIJ'ij) 11111. ] TN Na 'i ,qa r To "° 4 dl _. ,III 111111 i i ,,It w , 4 '. , . ''. -',.,=__.: 1 1 . . . ibill T1 0 1 ..X 11.11.1.111111 _ !NM Ta T4 I T00 ,£ £ A lila 1.1 2 N ti 1-1141 ^ iIl1i1III1ii!i x.:•.r'. :z 1 :i- 8 bill , , 1 4.404hicrii.k.:7-7,,Nnunimm i :-: ,� —"OW .s•., ; _. ., .. ,4 IriT30 i e II TM I Pil _ ■ atf IR - - TM n ■ TA _ . 110140 11-0640 110116 114140 61-1140 « S PW R .. . GG 3s • s- /V�� « 1- 4^ FB01 &M-0 SECOND FLOOR LAYOUT I, , II SCALE: 3/ 1 6 = 1 D ...... mgLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTekC RE: 1000710 - Catalina 41 FILE COPY MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: Catalina Tampa,FL 33610-4115 Lot/Block: 083 Subdivision: Atlantic Beach Address: 1690 Atlantic Beach Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 142 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 f T8732448 EJ03 1 5/31/016118 T8732465 F05 5/31/016 12 1T8732449 EJ 11 5/31/016 5/31/016J19 .T8732466 F06 5/31/016 13 118732450 EJ12 5/31/016 120 1T8732467 F07 5/31/016 14 18732451 EJ24 5/31/016121 118732468 _F08 5/31/016 15 T8732452 EJ37 5/31/016122 1118732469 F09 5/31/016 16 T8732453 EJ47 5/31/016 123 1T8732470 F10 5/31/016 17 T8732454 EJ48 5/31/016 124 T8732471 F11 5/31/016 18 T8732455 EJ49 5/31/016125 T8732472 F12 5/31/016 19 T8732456 1 EJ 50 5/31/016 126 118732473 j F13 5/31/016 110 T8732457 EJ52 5/31/016127 118732474 1 F14 5/31/016 111 T8732458 EJ53 5/31/016128 118732475 1 F15 5/31/016 • 112 T8732459 EJ54 5/31/016129 118732476 1 F16 5/31/016 113 T8732460 1 EJ55 15/31/016130 j T8732477 1F17 1 5/31/016 14 T8732461 F01 - 1 5/31/016131 118732478 1 F18 5/31/016 [15 T8732462 F02 .1 5/31/016 132 {T8732479_1F 19 5/31/016 116 T8732463 1 F03 1 5/31/016 133 T8732480 I FG01 1 5/31/016 117 T8732464 1F04 1 5/31/016 134 T8732481 1 FG02 1 5/31/016 The truss drawing(s)referenced above have been prepared by MiTek 0����� i ",,,, Industries, Inc. under my direct supervision based on the parameters ''`O A<e 1,i, provided byBuildingComponent Supply. •e. •• �N '9 P PP Y• � • �' S� ••,2�•� Truss Design Engineer's Name: Albani, Thomas o 39380 My license renewal date for the state of Florida is February 28, 2017. li IMPORTANT NOTE:Truss Engineer's responsibility is solely for ; • '• S ATE OF �: design of individual trusses based upon design parameters shown :0'•. 4v: on referenced truss drawings. Parameters have not been verified '',, `.c••• O R `p P'• �'.`� as appropriate for any use. Any location identification specified is ���',i',/ON Al. iso`�`` for file reference only and has not been used in preparing design. f,,eli„lo� Suitability of truss designs for any particular building is the Thomas kAlbaniPENo.3s38o responsibility of the building designer, not the Truss Engineer, MIT*USA,Inc.FL Cert 6634 per ANSI/TPI-1, Chapter 2. Dee: art<eEast Blvd.Tampa FL33s10 May 31,2016 Albani, Thomas 1 of 3 it FILE COPY :. • ..,,,,. , ,..... RE: 10007T0 - Catalina Site Information: Customer Info: Toll Brothers Project Name: Model: Catalina Lot/Block: 083 Subdivision: Atlantic Beach Address: 1690 Atlantic Beach Dr City: Atlantic Beach State: FL No. Seal# 'Truss Name Date No. Seal# I Truss Name e I Date 35 118732482 FG03 5/31/016 78 T8732525 T21 5/31/016 36 118732483 FT03 5/31/016 i 79 T8732526 T22 5/31/016 1 37 118732484 FT04 5/31/016 80 T8732527 T23 5/31/016 1 38 1 T8732485 GEB01 5/31/016 81 T8732528 T24 5/31/016 1 139 1T8732486 HJO3 5/31/016 82 T8732529 1T25 5/31/016 I 140 'T8732487 HJ 11 5/31/016 83 T8732530 'T26 5/31/016 1 141 T8732488 HJ 12 5/31/016 84 T8732531 T27 5/31/0161 [42 T8732489 HJ24 5/31/016 85 118732532 T28 5/31/016_) 143 T8732490 HJ37 5/31/016 86 T8732533 i T29 i 5/31/01C J 144 T8732491 HJ47 5/31/016 87 T8732534 T30 5/31/016j 145 T8732492 HJ52 5/31/016 88 T8732535 T31 5/31/016 1 146 T8732493 HJ53 5/31/016 89 T8732536 T32 5/31/016 147 _ T8732494 J01 5/31/016 90 T8732537 T33 5/31/016 148 T8732495 ,J11 5/31/016 91 18732538 T34 5/31/016 149 T8732496 J21 5/31/016 92 T8732539 T35 5/31/016 150 T8732497 J23 5/31/016 93 T8732540 T36 5/31/016 151 T8732498 J31 5/31/016 94 T8732541 T37 5/31/016 X52 T8732499 J33 5/31/016 95 T8732542 T38 5/31/016 (53 T8732500 J35 5/31/016 96 T8732543 T39 5/31/016 154 T8732501 J41 5/31/016 97 T8732544 T40 15/31/0161 155 T8732502 J43 5/31/016 98 T8732545 T41 5/31/016 [56 T8732503 J45 5/31/016 99 T8732546 T42 5/31/016 157 T8732504 J51 5/31/016 100 T8732547 T43 5/31/016 [8 T8732505 101 5/31/016 101 T8732548 T44 . 5/31/016 159 T8732506 102 5/31/016 102 T8732549 T45 5/31/016 [60 T8732507 103 5/31/016 103 T8732550 T46 5/31/016 161 T8732508 104 5/31/016 104 T8732551 1T47 5/31/016 162 18732509 105 5/31/016 105 T8732552 T48 5/31/016 [63 T8732510 .TO6 5/31/016 106 118732553 1149 5/31/0161 L64 T8732511 107 5/31/016 107 18732554 150 5/31/016 [65 T8732512 .108 5/31/016 108 1 T8732555 1 151 5/31/016 1 66 T8732513 1109 5/31/016 1 109 1 18732556 1152 5/31/016 I - L67 T8732514 1110 5/31/0161110 118732557 1153 5/31/0161 68 T8732515 1311 5/31/016 1111 118732558 1154 5/31/016 `69 T8732516 T12 _ 5/31/016J 112 178732559 T55 5/31/016 L70 T8732517 1113 5/31/016 113 T8732560 1156 5/31/0161 71 T8732518 I T 14 15/31/016 114 T8732561 1T57 ! 5/3140161 '72 T8732519 T15 5/31/016 115 T8732562 T58 5/31/0161 73 T8732520 T16 5/31/016 116 T8732563 T59 5/31/0161 174 T8732521 T17 5/31/016,117 j 18732564 T60 5/31/016 [75 T8732522 T18_ 5/31/0161118 1T8732565 T61 5/31/016 176 T8732523 T19 5/31/0161119 118732566 1162 5/31/0161 177 i T8732524 1 120 ; 5/31/016 1 120 118732567 1T63 i 5/31/01C 2 of 3 RE: 10007T0 - Catalina Site Information: Customer Info: Toll Brothers Project Name: Model: Catalina Lot/Block: 083 Subdivision: Atlantic Beach Address: 1690 Atlantic Beach Dr City: Atlantic Beach State: FL No. Seal# Truss Name ' Date 121 ,T8732568 .T64 5/31/016 122 118732569 1165 15/31/016 123 118732570 1166 15/31/016 124 T8732571 1167 15/31/016 125 T8732572 T68 15/31/016 126 T8732573 T69 5/31/016 127 T8732574 170 ; 5/31/016 128 T8732575 T71 5/31/016 129 T8732576 T72 5/31/016 130 T8732577 T73 5/31/016 131 T8732578 T74 5/31/016 132 T8732579 T75 5/31/016 133 T8732580 T76 5/31/016 134 T8732581 T77 5/31/016 135 T8732582 T78 5/31/016 136 T8732583 T79 5/31/016 137 T8732584 T80 5/31/016 138 T8732585 T81 5/31/016 139 T8732586 T82 5/31/016 140 T8732587 T83 5/31/016 141 T8732588 T84 5/31/016 142 T8732589 vol 5/31/016 3 of 3 Job Truss ;Truss Type Qty Ply Catalina T8732448 10007T0 EJ03 1 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:29 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dqJ 11 ylhhD-ft40aKuyV?woHugD8Z1 mgtcxnk5D3jSnLiuu9SzAzoe •1.4.0 3-0-0 140 l 3-0-0 Scale=1:14.3 - 3 ri l 6.00 12 7 • m • an ei 2 d /11 111 „ 4 W. 5 3x8 II 0-4-4 3-0-0 10-4-4 I 2-7-12 I • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 4-5 >999 180 BCLL 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:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical,4=1/Mechanical,5=256/0-3-8 Max Horz 5=85(LC 12) Max Uplift 3=-27(LC 12),4=-16(LC 9),5=-94(LC 12) Max Gray 3=54(LC 1),4=38(LC 3),5=256(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=24it;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 2-11-4 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 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. ,,%%11111//,, 4)Refer to girder(s)for truss to truss connections. ,��0 S A 4ii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. `� O�P A40 i,, �•e \G• E•NS'' ••'14,••• • No 39380 =-fl' �- • • C . ,7''SS�0NALE?ss• nnn Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/201S BEFORE USE Design valid for use only with MITeka°)connectors.this design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before Ursa,the building designer must verify the applicability of design parameters and properly Corporate this design Into the overall building design. Bracing Indicated Is to prevent txrcidin©of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek 1 Is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding tho 6904 Parke East Blvd. lubrication,storage,delNery.erection and bracing of times and truss systems,seeANSI/IPI1 Quality Criteria,058-89 and BCSI Building Component I Safety Information available from buss Plate Institute,218 N.Lee Street,Suite 312,Afexandkko,VA22314. Tampa.FL 33610 T Job Truss Truss Type Qty Ply Catalina T8732449, 10007T0 EJ 11 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:30 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-73eOogvaG12fv2PPiHY?D48618Sf oAiwaMeShvzAzod -1-4-0 1.0.0 1 1-4-0 I 1-0-0 Scale=1:9.3 3 6.00 121' 2 i , � 1 ,i 11'I 1211111. (4 'Millill.- l'‘.111141 I. 111b 5 3x8 l 1-0-0 I 1-0-o I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 i 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 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=-32/Mechanical,4=-12/Mechanical Max Horz 5=57(LC 12) Max Uplift 5=-75(LC 12),3=-32(LC 1),4.12(LC 1) Max Gray 5=200(LC 1),3=16(LC 12),4=9(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ll;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. .10111111p 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. `,,��,`0. S A i i��', ss O •• d'-.114,••e � No 39380 •: 1. �' 'E'�s•: 0R1'O•`••\ %% ',,����rS�O N A1-� C s` 1111111 Thomas A.AIbani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE. I Design vatki for use only with Ml Tek®connectors.this design Is bused only upon paiarneters shown,and Is for an txdlvidual building component.not a truss system.Before use.the building designer must verify tiro applicabilty of design parameters and properly Incorporate this design Into the overall bNdirng 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 nluy and property damage. for general guidance regarding the fabrk:atkxn.storage,delivery,erection and bracing of Misses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information c vallabie from Truss Plate institute,218 N.lee Street,Suite 312,Alexandria VA 21314. Tampa.FL 33610 j Job Truss Truss Type Qty Ply Catalina T8732450 10007T0 1EJ12 JACK-OPEN 4 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:30 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-73eOogvaG12h2PPi HY?D486i8SMoAiwaMeShvzAzod •140 2-7-8 1-4-0 2-7-8 Scale=1:13.4 3 1 6.00 12 6 N n2 N /iiiielf � 11 i 4 5 3x8 11 2-7-8 i 2-7-8 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' I 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:11 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) 5=213/0-5-8,3=51/Mechanical,4=18/Mechanical Max Horz 5=79(LC 12) Max Uplift 5=-55(LC 12),3=-23(LC 12) Max Gray 5=213(LC 1),3=51(LC 1),4=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.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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-6-12 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. ,,��t,i 1111/�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. `,,���,A PR A• Al,tai, �.%.,,Z, ••\GENS B,9Z,•i O. No 39380 •• r ( I1 t :•. F00 s•. OR1�. •0.%�•• Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITeke connectors.this design Is based only upon parameters shown.and Is for an IndMdud building component.not a muss system.Before use.the briding designer must verily the applicability of design parameters and properly incorporate this design Into the overall buWing 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 slat-411y and to prevent collapse pse with possible personal injury and property damage. For general guidance regardng lbs Blvd.fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke F33610e Eaast t Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job [Truss Truss Type Qty Ply Catalina T8732451 10007T0 I EJ24 JACK-OPEN 2 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:31 2016 Page 1 •I D:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-bFCn?OwC 1 cAW W B_bG_3EmlhH_YmCXdy4o0N?DLzAzoc -1.4.0 4-0-0 1-4-0 4-0-0 Scale=1:10.5 3 3.00 1 12 9 2 .0 8 4 44110° 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (lot) Udell L/d 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 0.14 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: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. REACTIONS. (lb/size) 3=97/Mechanical,2=251/0-5-8,4=47/Mechanical Max Horz 2=47(LC 8) Max Uplift 3=-31(LC 8),2=-75(LC 8) Max Gray 3=97(LC 1),2=251(LC 1),4=70(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=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 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.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. ,`,`1 • .`•Zs_ No 39380 • -0; _ •,�� <(•„.... . O R O•� \�,� • Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101033015 BEFORE USE Design valid for use only with MITek®connectors.tis 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 appl catlIty of design parameters and prosxrly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndtvWual truss web and/or chord rnernlxers only.Additional temporary end permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabnicatkxt,storage,delivery,erection and hinting of trusses and truss systems,seeANSI/WPl l Quality Criteria,DSB-e9 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Nexand ria,VA 22314. Tampa.FL 33610 — - Job Truss i Truss Type Qty Ply Catalina i T8732452 10007T0 EJ37 JACK-OPEN 4 1 1 . , 'Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:31 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl1ylhhD-bFCn?OWClcAWWB bG_3Emlh7dYa3Xdy4o0N?DLzAzoc -1-4-0 7-0-0 { 1-4-0 { 7-0-0 { Scale=1:34.6 3 6.00112 7 6 3x41 ^ to 2 o rc LI il tA., T NMI 13.11 5 4 3x12 M18SHS= 7-0-0 { 7-0-0 { LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.21 4-5 >383 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.29 4-5 >280 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(TL) -0.44 3 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:32 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. REACTIONS. (lb/size) 5=370/0-5-8,3=182/Mechanical,4=80/Mechanical Max Horz 5=188(LC 12) Max Uplift 5=3(LC 12),3=-99(LC 12),4=-8(LC 12) Max Gray 5=370(LC 1),3=182(LC 1),4=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-314/162 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;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 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 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 `,,, (� i will fit between the bottom chord and any other members. ,`� S A, •4 • 5)Refer to girder(s)for truss to truss connections. " _k NA, ,i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. ,,•",x0.• ,•....E•IV s• e,92,,, • No 39380 •• • iy;---- .— • ' �II���0NA,E`s- iiiii Io Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit ' Design valid for use only with Mlteky connectors.this design Is based only upon rxxameters shown.and is for on t divlhxl building component,not a teas system.Before use,the building designer roust verify the of4Aicabllty of design ixiameters and properly Incorporate this design into the overall baling design. Bracing Indicated is to prevent buckling of IrrdMd al truss web and/or chord members only. Additional temporary and permanent bracing M ulek' 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/IPt1 Quality Criteria,DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.lee Sheet,Suite 312,Alexandria,VA 29314. Tampa.FL 33610 Job Truss Truss Type IQty Ply Catalina T8732453, 10007T0 EJ47 JACK-OPEN 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:32 2016 Page 1 ID:DzLi?nN52NO9EHly.dgJl lylhhD-3Sm9CMxgowIN8LZnghaTIVDKRy1gG4BD1g7YmnzAzob -1-4-0 7-0-0 I 1-4-0 7-0-0 Scale:1/2'=1' 3 - 6.00 12 ' 8di b4 7 ; 2 6 1 = �� i 6 a 5 4 3x8 11 QQ4-qq 7-0-0 I Dad 6-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.21 4-5 >365 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.22 4-5 >353 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.09 3 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=174/Mechanical,4=68/Mechanical,5=390/0-3-8 Max Horz 5=143(LC 12) Max Uplift 3=-80(LC 12),4=-39(LC 12),5=-126(LC 12) Max Gray 3=174(LC 1),4=120(LC 3),5=390(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-322/170 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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 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 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 ,,,,'111.111/.,,, will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `�� �PS A, A� ��,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) ,s%%%C,.•G E.N e,9 .ice 5=126. '•\. S� *'2/ •• i .. No 39380 ' . w i,e k.Y/el,/0 N A �%%0 -iiiiiiiii Thomas A.Alban)PE No.39380 M1Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 lilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only vtth Milei<9 connectors.this design is based only upon parameters shown.and is for an individual txsldlrrg component,not a truss system.Before use,ale balding designer must verily the applicability of design parameters and property ktcorp<xate this design Into the overall li txildng design. Bracing indicated is to prevent buckling of indMdual truss web and/or chord members only.Addlicxxi ternrxxay<nd permanent bracing MiTek is always required for stability and to prevent collapse with possble personal Injury and property damage. For general gukfance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Bird. Safely Information available from rruss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 12314. Tampa.FL 33610 Job I Truss I Truss Type Qty Ply Catalina • T8732454 10007T0 EJ48 JACK-CLOSED 6 i1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:32 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-3Sm9CMxgowIN8LZnghaTlVDMmyzaG 18D 1 g7YmnzAzob I -1-4-0 4-6-12 9-1-8 1-4-0 4-6-12 4-6-12 5 Scale=1:29.9 I' 6.00 12 2x4,� 13 4 .44,...44.4iso x5 i 3 2 w ;jl2 3x4=6 4x10 II 9-1-8 9-1-8 Plate Offsets(X,Y)-- (2:0-3-8,Edge) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.19 7-10 >579 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.48 7-10 >227 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:42 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. SOT 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 REACTIONS. (lb/size) 5=107/Mechanical,2=448/0-5-8,6=250/Mechanical Max Horz 2=160(LC 12) Max Uplift 5=-52(LC 12),2=-48(LC 12),6.25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-891/43 BOT CHORD 2-7=-179/312 WEBS 4-7=-364/209 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;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 9-0-12 zone;C-C for • members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1I i i 11 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,��-tA�'S A. ����I', 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 ,% '1 AZ61 ,e will fit between the bottom chord and any other members. ��•;�•Z•O• ••G E N i% 14,', 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)5,2,6. • No 39380 • •• * • p:- T -�' :•,:'E`�l SS, O A %p.*1-.,\ Thomas A.Alban!PE No.39380 MITek USA,Inc.Ft.Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 • o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7473 rev.10/0312015 BEFORE USE Idl • Design valid for use only with MllektS connectors.fits design Is based only upon parameters shown,and is for an kx Malvin brlding component,not a truss system.Before use.tlx: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 aux]/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.seeANS1/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1Ply Catalina T8732455 10007T0 I EJ49 JACK-CLOSED 6 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:33 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-XeKXQhxTZDOEmV7_NP6irjmZgMFf?QHNGKs6lEzAzoa -1-4-0 3.4.8 I 9-1-8 I 1-4-0 3.4.8 5-9-0 Scale=1:29.9 5 6.00 12 TA 15 (1•1 CD 4x5 i d 4 �r/ 4x5 i 14 3 2 wow is _ 'f d 1 MI wIII 3x5= 7 1d OM 3x4= OMII 9 2x4 II 3x8 11 3.4-8I 9-1-8 I 3-4-8 5-9-0 Plate Offsets(X,Y)-- 12:0-2.8,0-2-7),14:0-0-12,0-2-0),18:0-2-0,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.18 7-8 >616 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-9:2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 5=142/Mechanical,2=448/0-5-8,6=215/Mechanical Max Horz 2=160(LC 12) Max Uplift 5=-60(LC 12),2=-48(LC 12),6=-16(LC 12) Max Gray 5=142(LC 1),2=448(LC 1),6=221(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-459/35 BOT CHORD 2-9=-190/380,7-8=-319/658 WEBS 4-7=-679/329 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24it eave=4tt;Cat. X111111 11,1 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 OS``` S A, �'/tt members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �•O�p` A4e i'e 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �• '9 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 `,•k' ..• \GEN 5�.•.2h '. will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. NO 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6. * �._ 0 � � 0',,,,,5/ON At--to' iiiiiiiiiot Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 NI 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with Mllek2 connectors.This design Is based only upon parameters shown.and Is for an Individual balding component.not a truss system.Before ize.the baking designer must verily 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 massy and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information aval-tle from truss Plate Institute,218 N.Lee Street.Suite 312,Alexondrta,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply 1 Catalina T8732456 10007T0 EJ50 JACK-CLOSED 4 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:33 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJ11ylhhD-XeKXQhxTZDQEmV7_NP6irjmWEMKO?LpNGKs6IEzAzoa -1-4-0 r 2-5-10 9-1-8 1-4-0 2-5-10 6-7-14 Scale=1:29.9 5 6.00112 15 a d 4x6 5-- 4 4 4x5 i 14 '►. 3 /__ q. 1 ��� : c> r 3x5= 7 1°2 ►�♦ 3x5 ►Zll 9 2x4 II 3x8 11 2-5-10 9-1-8 i 2-5-10 l 6-7-14 Plate Offsets(X,Y)-- [2:0-2-8,0-2-7],[4:0-1-4,0-1-81,[7:0-2-4,0-1-4],[8:0-2-0,0-1-81 LOADING (psi) ! SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.28 7-8 >389 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: WEBS 2x4 SP No.3 8-8-3 oc bracing:7-8. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 5=163/Mechanical,2=448/0-5-8,6=193/Mechanical Max Horz 2=160(LC 12) Max Uplift 5=-69(LC 12),2=-48(LC 12),6=-7(LC 12) Max Gray 5=163(LC 1),2=448(LC 1),6=213(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-473/46 BOT CHORD 2-9=-215/396,7-8=-456/917 WEBS 4-7=-927/461 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;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;C-C for _0%1111111H:1. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 S•, S A. 11 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4%O�P Ade I,', 3)*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 �� -T •• will fit between the bottom chord and any other members. `� k�•`'•\,\C'E N S'6'•'•'/ 4)Refer to girder(s)for truss to truss connections. • No 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,6. • * -o: •• t : T .rCr .1" Vii' l •1. Sy 0' Si. . ' �E Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I mit Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mlteky connectors.1Ns design is based only upon parameters shown,and Is for an IndMdual Lauding 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 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 posst le 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/TPI l Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexaandrla,VA 21314. Tampa.FL 33610 Job I Truss I Truss Type Oty Pty 1 Catalina T8732457 10007T0 1 EJ52 JACK-OPEN 7 1 i Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:34 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11 ylhhD-Oquvdl y5KXY5NfiAx6dxNwJpFlpmkzhWV_cfggzAzoZ -1-4-0 2-0-0 1-4-0 2-0-0 Scale=1:11.2 4 10 3x4 i 6.001-12 3 0 °F 2 110 ,n 0> • 1 3x5 II 5 • • 2-0-0 2-0-0 Plate Offsets(X,Y)-- 12:0-1-8,0-1-51 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 0.02 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC20141TP12007 I Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=37/Mechanical,2=186/0-5-8,5=16/Mechanical • Max Horz 2=58(LC 12) Max Uplift 4=-13(LC 12),2=-56(LC 12) Max Gray 4=37(LC 17),2=186(LC 1),5=30(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=5.0pst;h=25th B=45ft;L=24ft;eave=oft Cat. . II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-010 1-8-0,Interior(1)1.8.0 to 1-11-14 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 20.0psf 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. 001111.11.1111. 4)Refer to girder(s)for truss to truss connections. ,� 11 A. �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. `4%OgP` Ade •jam, N �E N .'9 • No 39380 i -O 3-7' iu• O R 1 O., :\,` "iii/III111 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. NI Design valid for use only with Mlieke connectors.this design Is based only upon parameters shown,and is for an Indlvkkral tui/ding component.not a truss system.Before use"the building designer must verify the apprlicabtiN of design parameters and properly Incorporate this design into the overall ,. bulking design. Racing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek , Is always readied for stability and to prevent collapse with possible personal hlray and properly damage. for general guidance regaalng the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information malice a from truss Plate Institute"218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job J Truss I Truss Typety J Ply •Catalina I T8732458 1000710 EJ53 I JACK-OPEN 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:34 2016 Page 1 I D:DzLi?nN52NO9EHly_dqJ 11 ylhhD-Oquvd 1 y5KXY5NfiAx6dxN WJpFlo 1 kzhW V_cfggzAzoZ -1-4.0I 3-0-8 I ' 1-4-0 3-0-8 Scale=1:13.8 4 1i 6.00[2 10 3x4 3 ' 'e N ; 2 'ci IV tv 414110 1 WIIIIIMIIMIIIMIIII 111111'...411.1 41 5 3x511 3-0-8 3-0-8 Plate Offsets(X,Y)-- [2:0-1-8,0-1-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 5-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a rVa 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 3-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6.0 REACTIONS. (lb/size) 4=69/Mechanical,2=217/0-5-8,5=33/Mechanical Max Horz 2=72(LC 12) Max Uplift 4=-26(LC 12),2=-52(LC 12) Max Gray 4=69(LC 1),2=217(LC 1),5=51(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=5.0psf;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)1-8-010 2-11-12 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. ,,11111111///�� 4)Refer to girder(s)for truss to truss connections. ,is. (�S A. 1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. `_ X•11'` A, ej No 39380 �e'it/'0NA��C� • 0 •imil Thomas A.Albani PE No.39380 MRek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/O3/2015 BEFORE USE Mil., Design valid tor use only wilts MltekSt connectors.This(feslttn is based only upon parameters shown,and Is for an individual balding component,not • a tr ss system.Before uso.the building designer must verify the apf)licablltty of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web aril/or chord members only.AdWBonal temporary and permanent bracing MNTek' Is always reguked for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the lab rk:ation.storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job -Truss TnissType Oty Ply Catalina 1000770 EJ54 Jack-Open 7 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Tue May 31 20:22:20 2016 Page 1 I D:DzLi?nN52NO9E HIV_dgJ 11 y1hhD-Zs95szodCMgVB6gW Mg3BQmwnEORs?SR3ViW nR8zAu71 3-11-0 I 3-11-0 Scale=1:15.3 2 A 6.00 12 7 1 0 ab N N & 1 Yi . 1111111'.41111A 3 ' 111111111. 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/del I Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE I MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS. (lb/size) 1=154/0-5-8,2=104/Mechanical,3=50/Mechanical Max Horz 1=56(LC 12) Max Uplift 2=-42(LC 12) Max Gray 1=154(LC 1),2=104(LC 1),3=73(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=25ft B=45ft;L=241t;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 3-10-4 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. 1111111 4)Refer to girder(s)for truss to truss connections. ���,`I A 111���� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2. `,,�O.A P`cJ Ade �i�' 6)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. �,�•r•.••�G E N g••.^I• A 0• • LOAD CASE(S) Standard No 39380 �:�__ •• s • T• " • �-- ..< OR •C•' S • • , %• • iiiiiiii not' Thomas A.Albani PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Bid.Tampa FL 33610 Date: May 31,2016 V WARNING-Verify design paramofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.1003/2015 BEFORE USE. !Ali-, Design valid for use only with MilekI connectors.This design Is based only upon perameters shown.and is for an individual building ng component,not a truss system.Before use,the Mikang 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 chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collgase 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 l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexandrla VA 22314. Tampa.FL 33610 i Job Truss 1-Truss Type Qty Ply 7 Catalina T8732460 110007TO EJ55 I Monopitch Supported Gable 1 I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:35 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-U 1 SHrNzj 5rgy?pHMVg8Aw8rwg97kTQxgjeLCN6zAzoY 3.11.0 I 3-11-0 Scale=1:15.4 2 2x4 11 6.00 12 PA5 i 4 1 / mill 7 c 3 3x4- 2x4 I 3x6 I' I Plate Offsets(X,Y)-- [1:0-0-0,0-1-11,[1:0-1-1,0-5.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) tVa - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 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. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=151/3-11-0,1=151/3-11-0 Max Horz 1=61(LC 12) Max Uplift 3=-34(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=101mph;TCDL=5.Opsh BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0.0 to 3-0-0,Exterior(2)3-0-0 to 3-9-4 zone;C-C for members and forces&MW FRS 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. ,,�0� c A A./,. -ft 4)Gable studs spaced at 1-4-0 oc. % O (04-1e, 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •� e-7 ", 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 ♦♦� •k- •*.,�G E N`S�.•.2j °• ' will fit between the bottom chord and any other members. : No •39380 •: 7)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)3. P P 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. ;__. (j/i7 � �tN ' � ♦j, c<` . OR10• �• •• • , i' S/ • ',� 0 N AtEto- ,, Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Varity design paran»fars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MIIek�i connectors.This design Is based only upon pororneters shown,and h for calIndlvk*Ki building component.not . a truss system.Before use,the bulking fng designer must verity the appllcabilty of design parameters and property incorporate orate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the East Blvd.cxx fabxk;atton.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/fPI1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.ParkeFEast 0 • Safety information avalklbte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexrda,VA 22314. Job I Truss I Truss Type Oty Ply 1 Catalina T8732461 10007T0 IF01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:36 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 1 l ylhhD-yD?f2j_Ls8opdzsZ3XfPTLO9tZV PCtepyl5mvYzAzoX 018 0ri 8 Scale=1:29.6 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 • V B - e t il N I 1 112— 1 N3E 32 I I _ ... •.:•.•.•.•.•ee.::.•.•.•...a. ee:•:•.............e•e•e•...•a........•a•.......a.... 30 29 28 27 26 25 24 23 22 2120 19 18 17 16 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 2-10-12l 4-2-12 l 5-6-12 i 6-10-12 , 8-2-12 9-6.12 10-10-12 i 12-2-12 I 13-6-12 i 14-10-12 } 16-2-12 17-10-0 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 1-4.0 1-4-0 1-7-4 Plate Offsets(X,Y)— 129:0-1-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 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 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-S I Weight:80 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 17-10-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)30,16,29,28,27,26,25,24,23,22,20,19,18,17 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. `III111111//j11 :mak .. \..�GEIV F ••y• , No 39380 1. • '* ---_-._--Aw I. • T : : '.'''''-'1‘'ic;f6;-.1`9...;/.0.9i\PA.i..?":-:\'',..c.N" Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. 141111. Design valid for use only with Mltekm connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters(rod properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling o1 Individual truss web and/or chord members only. Additional lernporay and permanent bracing M(Tek' Is always required for stability and to prevent collapse w th possbie personal injury and properly damage. for general grid rnce repadirng the irtxk:ation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avallble from Truss Plate institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732462 1000710 F02 Floor 7 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:37 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJI lylhhD-QPZ2G3?zdSwfE6RIcFAe?ZxBnzd5xB5yBygJR?zAzoW 0-1-8 1-3-01.11-8 �11.(8 H I I - 1 Scifle=1:30.1 4x6= 4x6= 1.5x3= 3x6= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 021 ` \ / —N Z i./. . 22 • . • _ s 19 18 17 16 15 14 13 12 11 4x6= 3x8 MT2OHS FP= 1.5x3 I 4x6= 8-11-0 1-6-0 1-6-0 4-0-0 2-6-0 } 6-6-0 2.6.0 F 8-3-8 $_6•� 8-11-8 I 11-4-0 I 1-9-8 05- 1-0-8 1-4-8 13-10-0 2-6-0 I 16-4-0 2-6-0 I 17-10-0 1-6-0 I 0-2-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,14:0-1-8,Edge),[9:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.23 14-15 >923 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.36 14-15 >588 240 MT2OHS 187/143 BCLL 0.0 Rep Stress[nor YES WB 0.60 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:93 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' except end verticals. 10-17:2x4 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:14-15. REACTIONS. (lb/size) 20=961/0-5-8,10=961/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-956/0,9-10=-956/0,1-2=-974/0,2-3=-2398/0,3.4=-3215/0,4-5=-3493/0, 5-7=-3214/0,7-8=-2398/0,8-9=-973/0 BOT CHORD 18-19=0/1833,16-18=0/2935,15-16=0/3493,14-15=0/3493,13-14=0/3493,12-13=0/2937, 11-12=0/1832 WEBS 9-11=0/1256,1-19=0/1256,8-11=-1195/0,2-19=-1195/0,8-12=0/787,2-18=0/786, 7-12=-750/0,3-18=-747/0,7-13=0/469,3-16=0/477,5-13=-607/0,4-16=-611/0 • NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 1111111 3)All plates are 3x4 MT20 unless otherwise indicated. `�St��A11 S A, 11,�Ii� 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. %0 r`PA� ,' Strongbacks to be attached to walls at their outer ends or restrained by other means. ,:b�0.•;..........• egi�j' No 39380 - • i - .5:..c- . oe 0, <`''• 0R1V.•r, %'• Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE. ' Design valid for use only with ivelekB connectors.1Ns design is based only upon rxxaeelers shown.and Is for an Individual L*Ading component,not a Inns system.Before use-the bulking designer must verify the applicability 01 design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Irxllvklual huss web and/or chord members only.Additional temporary and permanent bracing MIA' Is always required for statliltty and to prevent collapse with possble personal ION and property damage. For general guidance renaming the fabrication.storage,delivery,erection and bracing of trusses and tuns systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information(writable horn truss Plate institute,218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 — — Job Truss }Truss Type Qty Ply Catalina T8732463 10007T0 1 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:37 2016 Page 1 I D:DzLi?nN52N09E HIv_dgJ 11 ylhhD-QPZ2G3?zdSwfE6RIcFAe?ZxBRzghxCHyBygJR?zAzoW 0-1-8 1-3.01.11-3 HI I H Scale=1:25.6 4x6= 1.5x3= 3x6= 4x6= 1 2 3 4 5 6 7 .17 o , , X . .Xis./ a _ .x ° Z"--• 15 14 13 12 11 10 9 4x6= 1.5x3 I I 3x6= 4x6= 9-11-3 8-10.14 8.1?(10 l0.0111 15-5-3 I 8-10-14 0-0-12 0.1-8 5-4-8 0-11-10 Plate Offsets(X,Y)-- f1:Edge,0-1-8),14:0-1-8,Edge),15:0-1-8,Edge),111:0-1-8,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 0.69 Vert(LL) -0.21 12-13 >874 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Verl(TL) -0.31 12-13 >583 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(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) 16=829/0-5-8,8=835/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-825/0,7-8=-833/0,1-2=-824/0,2-3=-1976/0,3-4=-2522/0,4-5=-2532/0,5-6=-1967/0,6-7=-825/0 BOT CHORD 14-15=0/1543,13-14=0/2393,12-13=0/2532,11-12=0/2532,10-11=0/2524,9-10=0/1538 WEBS 1-15=0/1062,2-15=-1001/0,2-14=0/602,3-14=-581/0,3-13=0/296,4-13=-3131196,4-12=-271/61,7-9=0/1098, 6-9=-991/0,6-10=0/597,5-10=-812J0,5-11=-26/292 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. 4)CAUTION,Do not erect truss backwards. ,111111111,fgi. .�sO, p'S A, A ,',i �, No • 39380 •• • „tu Tomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.15032015 BEFORE USE. lilt Design valid for use only with MltekC connectors.INs design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the bulking designer roust verify 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 Welk' is always regaled kx stability and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the 6904 Parke East Blvd. fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualty Criteria,D38-89 and BCSI Building Component Tampa.04 East B Safety Information available from truss Plate Institute,218 N.Lee Street Suite 312.Nexarxiria,VA 22314. I 1 Job Truss I Truss Type Oty Ply Catalina T8732464 10007T0 F04 Floor 1 ' 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:38 2016 Page 1 ID:DzLi?nN52NO9EH Iv_dgJ 11 ylhhD-uc7OTP?bOm3W sGOxAyhtYmTM?N_Vgh?6PcatzRzAzoV 0-1-8 1.3.0 1-5.3 I F I ' I Scale=1:22.2 1.553= 1.5x3 II 3x6= 1 2 3 4 5 6 7 V •e y e 16 T N. ./' X / X ; I I ../ N..7 — I e Oe e 14 13 12 11 10 9 V. 3x6= 1.5x3 II 13-5-3 II 13-5-3 Plate Offsets(X,Y)-- 14:0-1-8,Edge],19:0-1-8,Edge],(10:0-1- ,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.21 11-12 >739 240 BOLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:71 lb FT=20%F,114E 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.1(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) 15=719/0-5-8,8=725/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-715/0,7-8=-700/0,1-2=-699/0,2-3=-1626/0,3-4=-1939/0,4-5=-1803/0,5-6=-1803/0,6-7=-667/0 BOT CHORD 13-14=0/1304,12-13=0/1935,11-12=0/1803,10-11=0/1803,9-10=0/1317 WEBS 1-14=0/899,2-14=-841/0,2-13=0/448,3-13=-430/0,4-12=-108/292,4-11=-257/0,7-9=0/888,6-9=-904/0, 6-10=0/750,5-10=-283/0 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. 4)CAUTION,Do not erect truss backwards. 11111111//// �ss oPS A 11/446 0• ..NN •• •E N '9 °i No 39380 -.3-°—': O: • _ 7':1111111r-ii"ST 16%../47.-0' -11r:..1 k-.9. -.'",.-:".v.`vii--s%.\.: I Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 INI. , 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 208.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlfelr.1 connectors.This design Is homed only upon{'ammeters shown.and Is for on individual building component,not a truss system.Before use,the txMdlrg7 designer must verify the applkxtAlty 01 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 temp pray and permanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal injury arid property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of treses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available horn truss Plate Institute,218 N.Lee Street,Sulle 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina 78732465 10007T0 !FOS GABLE 1 1 l Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:39 2016 Page 1 I D:DzLi?nN52NO9EH Iv_dgJ 11 ylhhD-MohohIOD93BN UQb8kgD64.09CmX2PE N FeFJQW tzAzoU 0-1,-8 0-�8 Scale=1:34.4 3x4= 3x6 FP= 3x4 I. 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 1718 - - - - - :: - . 1-1'..-41-N‘ , '9 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4= 3x4= 3x6 FP= 3x6= I1-6-12 1 2-10-12 14-2.12 1 5-6-12 , 6-10-12 I 8-2-12 I 9-6-12 110-10-12 1 12.2-12 l 13-6.12 i 14-10-12 , 16-2-12 1 17-6-12 18-10-12 I 20-2-12 20.8-;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 1-4-0 ' 1-4.0 1-4-0 1.4.0 1-4-0 0.5- Plate Offsets(X,Y)-- 134:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 ! CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 19 n/a Na BCDL 5.0 I Code FBC2014/TP12007 Matrix-S Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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 20-8-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)35,19,34,33,32,31,30,29,27,26,25,24,23,22,21, 20 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. ,`, 11111111//11, • No 39380 •T. -E ..e:- ,' y ` � • 0, <•, 0 R ,Q. ,C • Thomas A.AlbanI PE No.39380 MWTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10W3/20f5 BEFORE USE. MI Design valid for use only with Mileic8 connectors.Ibis design Is based only upon parameters shown.and Is for an tndMdual bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ;� bxildindiindividual Mm ng design. Bracing Indicated Is to prevent buckling of individual web and/or chord members only.Additional temporary card permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general gdidarce regarding the East BNd. fabrication,storage.delivery,erection and tracing of trusses and truss systems,SeeANSI/TM1 Quality Criteria.DSB-89 and SCSI Bulking Component 6904 Tampa,Parke East Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Job !Truss Truss Type Oty Ply Catalina T8732466 10007T0 F06 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 3112:54:39 2016 Page 1 ID:DzLi?nN52N09EHlv_dgJ 11 ylhhD-MohohlOD93BNUQb8kgD64_OW cmIwP31FeFJQW tzAzOU 0-1-8 1-3-0 I 1-9-81 0-7-8 o-i 8 i Sr�e=1:35.0 4x6= 4x6:--- 1.5x3 1.5x3= 4x6= 1.5x3 11 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • g I IL/ 024 ■IIIVX �: N.I. a.:-r- I N , N. ./. X /L. i x z�- �- 25 tJ i 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 II 3x8 MT2OHS FP= 4x6 1.5x3 SP= 4x6= I 20-8-0 j 20.8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,14:0-1-8,Edge),[11:0.1-8,Edgel,f18:0-1-8,Edge1 _ _ LOADING(pst) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.40 17-18 >609 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.63 17-18 >389 240 MT2OHS 187/143 BCLL 0.0Rep Stress Incr YES WB 0.71 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, 7-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-15:2x4 SP No.2(flat) 2-2-0 oc bracing:14-16. WEBS 2x4 SP No.3(ftat) REACTIONS. (lb/size) 23=1117/0-5-8,12=1117/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1110/0,11-12=-1111/0,1-2=-1151/0,2-3=-2893/0,3.4=-4043/0,4-5=-4593/0, 5-6=-4593/0,6-8=-4638/0,8-9=-4036/0,9-10=-2895/0,10-11=-1150/0 BOT CHORD 21-22=0/2174,20-21=0/3576,19-20=0/4593,18-19=0/4593,17-18=0/4733,16-17=0/4469, 14-16=0/3590,13-14=0/2171 WEBS 1-22=0/1486,2-22=-1424/0,2-21=0/1000,3-21=-949/0,3-20=0/708,4-20=-904/0, 4-19=-56/280,11-13=0/1486,10-13=-1419/0,10-14=0/1007,9-14.966/0,9.16=0/621, 8-16=-602/0,8-17=0/322,6-17=-325/83,6-18=-585/320,5-18=-202/308 NOTES- `,�I%IIIIIItg 1)Unbalanced floor live loads have been considered for this design. �� Cj A. 1 2)All plates are MT20 plates unless otherwise indicated. `�s' ON 446 4,e 3)All plates are 3x4 MT20 unless otherwise indicated. •N •e. ••\G E•N 3•• '94,10 ' 4)The Fabrication Tolerance at joint 15=11% %, '� •••s. i$•••• / o 5)Recommend 2x6 strop backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. • i Strongbacks to be attached to walls at their outer ends or restrained by other means. No 39380 •• - _ -* • T. � " :�1/47 e,,,,�ie SS O A `v•.•"\\,. • e•,/,'pNA`E00 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. I idl, Design valid for use only with Mltek9 connectors.this design Is based only upon parcaneters shown,and Is for an Individual 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 bxlcing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MITA is always required for stability and to prevent coigne with possible personal Injury and property damage. For general guidance regarcing the fabr codon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke east Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type Qty Ply Catalina T8732467 10007T0 F07 Floor 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:40 2016 Page 1 ID:DzLi?nN52N09EHlv_dgJ1lylhhD-q.FAu51swNJE5aAKlNkLdB4SAfg8WkPtv3z2KzAzoT 0-1-8 N 1— OF: •1 8 1.3-0 I 1-9-12 l e=1:37.9 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 5x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 1128 12 0 • 926 '; N /,♦ / X /_ d/ . - / N / N;/A 27 e •• 25 24 23 22 21 20 19 18 17 16 15 14 13 4x6= 4x6_ 1.5x3 H 3x12 M18SHS FP= 4x6= 3x6= 4x6= 22-4-8 21-2-4 I 1-2-4 I ! 21-2-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],112:0-1-8,Edge1,[15:0-2-12,Edge],[20:0-1-8,Edge],[24:0-2-12,Edge] _— LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.47 19-20 >533 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.74 19-20 >340 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 14 n/a n/a 1 BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:117 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, 7-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(tlat)'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 13-17:2x4 SP No.1(flat) 6-0-0 oc bracing:14-15,13-14. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=1150/0-5-8,14=1272/0-7-12 Max Gray 25=1151(LC 3),14=1272(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1145/0,1-2=-1190/0,2-3=-3003/0,3-4=4227/0,4-5=-4850/0,5-6=-4850/0, 6-8=-4899/0,8-9=-4211/0,9-10=-2994/0,10-11=-1185/0 BOT CHORD 23-24=0/2251,22-23=0/3717,21-22=0/4850,20-21-0/4850,19-20=0/5035,18-19=0/4683, 16-18=0/3730,15-16=0/2225 WEBS 11-14=-1244/0,1-24=0/1537,2-24=-1475/0,2-23=0/1047,3-23=-992/0,3.22=0/765, 4-22=-1005/0,4-21=-49/325,11-15=0/1538,10-15=-1448/0,10-16=0/1072, 9-16=-1027/0,9-18=0/672,8-18=-659/0,8-19=0/333,6-19=-320/3,6-20=-540/331 `01111111/1x/ NOTES- `���, ps A• q ,'�I 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ♦♦♦���•' (�........ N Seq�j��� 3)All plates are 3x4 MT20 unless otherwise indicated. 0 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. • No 3 .._ ; 1. 5)CAUTION,Do not erect truss backwards. *� • - • - • :44,1•7: 'oec•-•• ORl�. �-• ee milliiiiio- Thomas A.Albans PE No.39380 MITek USA,Inc.FL CO 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Wally design paramel•rs and READ NOTES ON THIS AND INCLUDED M1fEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MI1eler connectors.Ibis design Is based only upon parameters shown.and is for an IndMdual building component,not a truss system.Before use.the building designer must verity the applicabllN 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 stabltty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the East Blvd. labrk:atkxn,storage.delivery,erection and bracing of trusses nses andtruss systems,seeANSI/TPI t Cray 6904 Parke Criteria,DSB-89 and BCSI Building Component Tampa.P. East B Safety Information available from Truss Plate institute,218 N.Lee Street.Stile 312,Alexarxirla,VA 22314. Job (Truss Truss Type 10ty TPly Catalina 1 T8732468 1000770 �F08 Floor 11 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:41 2016 Page 1 ID:DzLi?nN52NO9EHly dgJ11ylhhD-I BpY5R2UhhR5jklWr4FaAP5r.a?6tylY6ZoXamzAzoS 0-1-8 11 13.0 1-8-4_ -7- 0-9-12 01.f8 Scale=1:41.3 4x6= 1.5x3= 3x6 FP= 4x6= 8x10= 1.5x3 I 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 9.1.,30 ., / / X / X /N /-W . N— i P\ N'' NI •41 i ft t-. 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 I 1.5x3 II 3x6 FP= 4x6= 4x6= 1.5x3 II 4x6= 4x6= 19-2-4 24.4-8 19-2-4 5-2-4 Plate Offsets(X,Y)-- I1:Edge,0-1-8],14:0-1-8,Edge),]5:0-1-8,Edge],112:0-1-8,Edge1,113:0-1-8,Edge1,117:0-1-8,Edge],(19:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Weft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.23 25 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.35 25 >647 240 BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.05 18 n/a n/a BCDL 5.0 i Code FBC2014/TPI2007 Matrix-S Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-7:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=914/0-5-8,14=-213/0-3-3,18=1940/0-7-12 Max Uplift 14=-429(LC 3) Max Gray 29=916(LC 10),14=157(LC 4),18=1940(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-911/0,13-14=-164/408,1-2=-922/0,2-3=-2254/0,3.4=-2978/0,4-5=-3177/0, 5-6=-3033/0,6-8=-2324/0,8-9=-1070/0,9-10=0/905,10-11=0/1225,11-12=0/1225, 12-13=-54/522 BOT CHORD 27-28=0/1734,26-27=0/2749,25-26=0/3177,24-25=0/3177,23-24=0/3177,22-23=0/2793, 21-22=0/1826,19-21=0/293,18-19=-2126/0,17-18=-2126/0,16-17=-1225/0, 15-16=-1225/0 WEBS 10-18=-2081/0,1-28=0/1190,2-28=-1129/0,2-27=0/723,3-27=-688/0,3-26=0/405, 4-26=-483/40,10-19=0/1630,9-19=-1489/0,9-21=0/1098,8-21=-1066/0,8-22=0/705, 6-222=-664/0,955,6-23=0/461,11-17=-400/0,12-165-23=-550/84,OS 24=-186/287,13-15=-681/62,10-17=0/1387, NOS"' A. q,,,e,° s' .'..•• ........EN '9 NOTES- .1' • \, s**. 1/1•''' 2/ = 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. No 39380 -___, 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 lb uplift at joint 14. !3 • 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. ... -C3 5)CAUTION,Do not erect truss backwards. 0-..-0-- _,..„... ---.....--, .e ., .... - ,<,. .,., . ... < QRIO, •�• ss ",, 'O1-1� ,`%� • Thomas A.Albanl NAPE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10'03/2015 BEFORE USE mg Design wild for use only with MlTeka9 connectors.this design B based only upon parameters shown,and Is rot an individual briding component,not a truss system.Before use,the briding designer must verify the applk:ability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated B to prevent buckling of kdrvkrdi 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 missy and property damage. For general guidance regarding the fatrlcallon,storage,delNery,erection and bracing of trusses and truss systems.seoANSt/lPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Infomnatton available from miss Plate institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty 1 Ply Catalina 10007T0 F09 Floor 11 1 T8732469 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:42 2016 Page 1 IO:DzLi?nN52NO9EHIv-dgJ11yIhhD-nNNxJm26R ZyLuJiPompice2V_JpcRJhKDY46CzAzoR 0-1-8 H I 1-3-0 I i 1-9-4 0-10-4 01-8 Sc91e=1:44.7 4x6= 1.5x3 II 1.5x3- 3x6 FP= 4x6= 6x8= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • 0. 31 ` /•\.7a- ►� �/AL' : Z it 32 Y re ore CI Er 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 4x6= 17-4-12i 26-4-8 I17-4-12 8-11-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[14:0-1-8,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],[19:0-1-12,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.19 26-27 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.30 26-27 >702 240 BCLL 0.0 Rep Stress lncr YES WB 0.66 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:138 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.1(flat)*Except* except end verticals. 15-22:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=816/0-5-8,15=231/0-3-3,20=1814/0-6-6 Max Uplift 15=-95(LC 3) Max Gray 30=827(LC 3),15=390(LC 4),20=1814(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-823/0,14-15=-390/88,1-2=-822/0,2-3=-1972/0,3-4=-2511/0,4-5=-2548/0, 5-7=-2081/0,7-8=-1056/0,8-9=0/719,9-10=0/1284,10-11=-551/583,11-12=-551/583, 12-13=-551/583,13-14=-331/118 BOT CHORD 28-29=0/1540,27-28=0/2385,26-27=0/2548,25-26=0/2548,24-25=0/2548,23-24=0/1689, 21-23=-86/386,20-21=-1750/0,19-20=-1750/0,18-19=-965/314,17-18=-583/551, 16-17=-284/591 WEBS 9-20=-1761/0,1-29=0/1059,2-29=-999/0,2-28=0/600,3-28=-574/0,3-27=0/260, 4-27=-270/192,9-21=0/1393,8-21=-1321/0,8-23=0/954,7-23=-900/0,7-24=0/563, ,0rtll I I IIT 5-24=-741/0,5-25=-27/275,14-16=-155/423, 10-19=-844/0,13-17=-475/0,10-18=0/730,11-18=-330/0 113-16=-361/231, `,``� IA � PSA i4i��', NOTES- ,e::bA I`•••C�G E N`SF.;92• i,'. 1)Unbalanced floor live loads have been considered for this design. i 2)All plates are 3x4 MT20 unless otherwise indicated. No 393. 80 •S. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 15. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. •• Strongbacks to be attached to walls at their outer ends or restrained by other means. ="0; • e 5)CAUTION,Do not erect truss backwards. T' 1- /' • Thomas A.Alban)PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 -- 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. mit Design valki for use only with MIIekw connectors.This design k based only upon parameters shown,and Is for an Individual butdklg component.not a truss system.Before use,the txMd Ing designer roust verify the applIcabllly of design pardanefeis grid property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtkxxll temporary crit permanent tracing MiTek Is always required for slabtlty and to prevent collquse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses and toss systems,seeANSI/BPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalklble from Buss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tanga.FL 33610 JobTruss Truss Type Qty I Ply Catalina T8732470 1000710 I F10 Floor 1 1 j I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:43 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11y1hhD-FZxJW 63kClhpyl uvzVH2FgBATOg9LurrZtHefezAzo0 0-1-8 H13 0 . 1-7-12 1-5-8 O-1rr8 Scale=1:44.0 3x6= 1.5x3 II 4x6= 3x6= 1.5x3= 1.5x3= 3x6 FP= 6x8= 1.5x3 II 1.5x3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9132 `„/N. /'\ / • • '\ %�-%�;_/ `� / ` /• �� 144 . e y ' 11 33 tm. 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 1.5x3 II 1.5x3 I 3x6 FP= 3x6= 4x6= 1.5x3 II 1.5x3 •I 25-11-8 25-7-4 1-6-0 4-0-0 6.6.010-10-12 13-4-12 15.10.12 17.3-4 18-7-12 _ 24-1-4 25-5-12 II1.8 1 I 1-6-0 I 2-6-0 I 2-6-0 l— 4-4-12 I 2-6-0 I 2-6-0 I1I 1-4-8 1-4-8 5-5-8 I 1.4.8 0. 0-4-4 Plate Offsets(X,Y)-- (1:Edge,0-1-81,I4:0-1-8,Edge1(5:0-1-8,Edge1,110:0-1-8,Edgel,(18:0-1-8,Edge1 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.19 27 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.29 27-28 >704 240 BOLL 0.0 1 Rep Stress lncr YES WB 0.65 Horz(TL) 0.05 21 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:137 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 puffins, BOT CHORD 2x4 SP No.1(flat)`Except* except end verticals. 15-24:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 31=842/0-5-8,21=1686/0-3-8,16=287/0-7-12 Max Uplift 16=-56(LC 3) Max Gray 31=854(LC 10),21=1686(LC 1),16=398(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-31=-849/0,1-2=-852/0,2-3=-2057/0,3-4=-2651/0,4-5=-2746/0,5-6=-2352/0, 6-8=-1415/0,8-9=0/369,9-10=-40/939,10-11=-497/533,11-12=-497/533, 12-13=-340/74 BOT CHORD 29-30=0/1599,28-29=0/2493,27-28=0/2746,26-27=0/2746,25-26=0/2746,23-25=0/2006, 22-23=0/788,21-22=-1384/0,20-21=-1384/0,19-20=-533/497,18-19=-533/497, 17-18=-228/567 WEBS 9-21=-1618/0,13-16=-538/20,1-30=0/1099,9-22=0/1356,2-30=-1039/0,8-22=-1285/0, 2-29=0/637,8-23=0/905,3-29=-607/0,6-23=-854/0,3-28=0/303,6-25=0/516, %%1"111111,• 1 4-28=-341/143,5-25=-669/0,13-17=-99/452,9-20=0/756,12-17=-316/214, 01/ 10-20=-926/0,12-18=-446/0,10-19=0/280 ,,,,k.0 gPS, A,, X44 ii i NOTES- ,::bhNZ'••\,\GENS6'.% .1 14/ ,moi 1)Unbalanced floor live loads have been considered for this design. • 2)All plates are 3x4 MT20 unless otherwise indicated. No 39_380 . _.. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 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. 7-p• 5)CAUTION,Do not erect truss backwards. mss: �� • .4 z- 4. • i11ell`)/ON )/ON A,Fres iiiiiiiiThomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 • Date: May 31,2016 iiiii. r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Deslge valid for use only with Mitek®connectors.Ns design Is based only upon parameters shown,and Is for an Individual building component.not a inns system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate th s design Into the overall braking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing g MiTek" Is always realtrked for stability and to prevent collapse with possible personal Miry 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 Bbd. Safely Information avdable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya.FL 33610 Job I Truss Truss Type Qty Ply Catalina T8732471 1l10007TO F11 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:44 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ1lylhhD-jIUhkS4MzcpgaBT5XDoHnljOIn174LA_oX1BB5zAzoP 0-1-8 p 4 I 1.3_0 : I. 1-7-12 I I 1-11-8 1 f lO. ScAle=1:44.0 N.- 1.5x3= 4x6= 1.5x3= 3x6 FP= 6x8= 1.5x3 II 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 e 0 WA III\ ZAll LN- /All LI I PIA&" A I I h& ' _i .� L. tall 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1.5x3 II 1.5x3 II 20-4-8 17-4-12 20-0-4 23-7-4 1-6-0 l I 4-0-0 1 6-6-0 l_ 10-10-12 I 13-4-12 j 15-10-12 117.3-4 118-7-12 I19-10.12 I22-1-4 I23-5.12 4-5.8I 25-11-8 I 1-6-0 2-6-0 2-6-0 4-4-12 2-6-0 2-6-0 1-4-801-81-30 1.300-4-81-8-12 1-4-8 04-8 1-6-0 0-4-4 0-10-4 • Plate Offsets(X,Y)-- (1:Edge,0-1-81,14:0-1-8,EdgeI,[5:0-1-8,Edge1,18:0.1-12,Edge],[11:0-1-8,Edge],113:0-1-8,Edgel,119:0-1-8,Edge],[22:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.20 26 >999 360 MT20 244/190 . TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.31 26 >672 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 20 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-S Weight:137 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.1(flat)`Except` except end verticals. 14-23:2x4 SP No.2(tlat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 30=887/0-5-8,20=1427/0.3-8,16=502/0-7-12 Max Gray 30=899(LC 14),20=1431(LC 13),16=612(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-30=-894/0,1-2=-903/0,2-3=-2200/0,3-4=-2887/0,4-5=-3062/0,5-6=-2749/0, 6-8=-1901/0,8-9=-457/0,9-10=-361/511,10-11=-361/511,11-12=-210/294 BOT CHORD 28-29=0/1697,27-28=0/2678,26-27=0/3062,25-26=0/3062,24-25=0/3062,22-24=0/2453, 21-22=0/1322,20-21=-884/0,19-20=-884/0,18-19=-511/361,17-18=-511/361 WEBS 9-20=-1522/0,12-16=-604/0,1-29=0/1164,9-21-0/1346,2-29=-1105/0,8-21=-1236/0, 2-28=0/699,8-22=0/844,3-28=-665/0,6-22=-802/0,3-27=0/380,6-24=0/462, 4-27=-459/56,5-24=-583/0,12-17.131/310,9-19=0/797,11-17.224/295, 10-19=-299/0 NOTES- ,,,�11111111/♦/I� • 1)Unbalanced floor live loads have been considered for this design. S " MPS A. .0 ���i 2)All plates are 3x4 MT20 unless otherwise indicated. �%•• NO °°r-E N eT �', 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. � k .°•�,\ Sr$ ..2j °•. Strongbacks• to be attached to walls at their outer ends or restrained by other means. • 4)CAUTION,Do not erect truss backwards. = No 39380 w ,, O N A,E•,ss%%.T, � • • � � . x % -. S < 0R10, \ `SS•�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: ` May 31,2016 idll. Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev.ipgY2015 BEFORE USE. Design valid for use only with MI lekci connectors.1Ns design is based only upon parameters shown,and is for an individual bulldog Component,not a truss system.Before use.the bolding designer must verity the applicability of design parameters and properly incorporate this design Into the overall MuldIng design. Bracing indicated Is to prevent budding of individual truss web tins/or chord members only.Addtional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal l'yury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses ani tniss systems.seeANSI/IPI1 AuaBty Cdterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon avdtable from buss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job rTruss Truss Type Qty Ply Catalina T8732472 10007T0 F12 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Tue May 31 12:54:45 2016 Page 1 I D:DzLi?nN52N09EHlv.dgJ11 ylhhD-By23xo5_kvxXCL2H4wJW KFGYlBNvpgM80BmkiXzAzoO 0-1-8 1-3.0 1-11-12 I 1-9.12_ Q� 1 0- 8 HI I Se=1:38.2 1.5x3 II 1.5x3 I 1.5x3= 1.5x3= 3x6 FP= 6x8= 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 . . _ //`11 !30 �. / \- / / I 32 e ��•�� �Z ,rd 31 i a 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3 II 4x6 13-10.4i 18-8-0 18.9.8 22-6-8 I I 13.10.4 4-9-12 0-y-8 3-9-0 Plate Offsets(X,Y)-- 13:0-1-8,Edgel,[4:0-1-8,Edgel,114:0-1-8,Edgel,116:0-1-8,Edgel,[17:0.1-8,Edge],[19:0-1-8,Edgel,120:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.17 25-26 >953 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Verl(TL) -0.24 25-26 >676 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 21 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:120 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.1(flat)'Except* except end verticals. 15-23:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=664/0-5-8,21=1193/0-3-8,18=582/0-5-8 Max Gray 29=694(LC 14),21=1208(LC 3),18=684(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1182/0,3-4=-1742/0,4-5=-1767/0,5.7.1275/0,7-8=-183/299,8-9=-21/722, 9-10=-21/722,10-11=-21/722 BOT CHORD 28-29=0/718,27-28=0/1742,26-27=0/1742,25-26=0/1742,24-25=0/1672,22-24=-90/865, 21-22=-988/0,20-21=-988/0,19-20.722/21,18-19=-616/0,17-18=-616/0 WEBS 8-21=-1255/0,11-18.-716/0,2.29=-952/0,2-28=0/645,3-28=-762/0,3-27=0/255, I 8-22=0/1083,7-22=-993/0,7-24=0/623,5-24=-598/0,11-19.154/353,8-20=0/640, 1 9-20=-268/0,11-17=0/615 NOTES- `,`111111!/��fit � 1)Unbalanced floor live loads have been considered for this design. �� A I� 2)All plates are 3x4 MT20 unless otherwise indicated. *4% MP`S A...,e;��i 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. �� 0 -9 �1. Strongbacks to be attached to walls at their outer ends or restrained by other means. �,-'', ,,�' E N SF 2• / �� 4)CAUTION,Do not erect truss backwards. • No 39380 * . .. - • -Ia -- - : -0 ;• ',4.1 --' :e-7 -0• % ' 0R ,'0.',. \ ,'. • -111/1111111" Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I. Design valid for use only with Milekk°9 connectors.this design Is based only upon parameters shown.and is for an kldMdual building component.not ! a truss system.Before use,the txitdng designer must verity the applicability of design parameters and properly incorpxxate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndNkhul truss web and/or chord members only. Additon l temporary and permanent bracing M iTe k 5 always required for stability and to prevent collapse with possible personal injury and properly damage. For general gukkxnce regarding the fdxication,storage,delivery-erection and bracing of trusses and truss systems.seeANSJ/TPI I Quality Criteria,DSB-89 and BCSI Belding Component 6904 Parke East Blvd. Safely Information ovalkfle horn Truss Plate Institute.218 N.lee Street.Suite 312.Alexa drb,VA 72314. Tampa.FL 33610 !Job Truss Truss Type I Oty Ply Catalina T8732473 11000710 1F13 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:45 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-By23xo5_kvxXC L2H4WJW KFGYrBRRptk80BmkjXzAzo0 0-1-8 —1 F 1-3-0_ I t— 1.10.0 0-9-0ta .-I le=1:16.2 3x8= 3x4= 1 3x4= 2 3 4 5 6 7 I T .. . /I NNN[ .-. 15 — /1—/1- 17 __.___N 16 .;41 13 • 12 3x4 X 10 9 3x4 8 3x4= 3x4= 3x4= 3x411 5-1-0 1-6-0 } 2-10-8 13-2.01 3-10-4 4-10-0 4111181 8-10-0 1 1-6-0 1.4.8 0-3-8 0-8-4 0-11-12 0'•1.8 3.9-0 0-1-8 Plate Offsets(X,Y)-- 17:0-1-8,Edciel,[9:0-1-8,Edgel,[10:0-1-8,Edgel,[12:0-1-8,Edgel,[13:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 ! CSI. DEFL. in (loc) Weil Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.04 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.06 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.00 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 1 Weight:51 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 6-0-0 oc bracing, Except: 10-0-0 oc bracing:8-9. REACTIONS. (lb/size) 14=105/0-3-8,11=826/0-5-8 Max Uplift 14=-84(LC 4) Max Gray 14=217(LC 3),11=826(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 11.12=-656/0,10-11=-656/0 WEBS 4-11=-932/0,1-13=-309/203,4-12=0/762,3-12=-325/0,4-10=0/673,5-10=-270/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 14. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,,,� ���', 5)CAUTION,Do not erect truss backwards. 0 A • • ,,(` •\.,`G SF•'9 �vp .,: • No 39380 • 4. 1:131:1111111111:9/ON.41-.0%. e• — 4U, iiiiill II 1101' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.10N3/201b BEFORE USE 11111* Design valid for use only wilts Mitek€connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verily tree applicabltty of design paiareeters 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 colicpse with passbie personal inlday and properly damage. For general guidance regarding the Parke East Blvd. faerection xlcatkxn,storage,delivery. and bracing of trusses and truss systems,seeANSl/t'PIt Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke East 0 Safely Information avdla le horn'truss Plate institute,21819.Lee Street,Suite 312.Alexandria,VA 22314. -_-_ obFT e Qty Ply 1 Catalina Truss Truss YP ! T8732474, 10007T0 F141 I Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:46 2016 Page 1 Building Component Supply, Jacksonville,Fl 32256 ID:DzLi?nN52N09E Hlv_dgJ 11 ylhhD-18cR986cV D3opVdUeerltSphfbkMYIPHFr W I FzzAzoN 0-1-8 1.3-0� 1 2-0-0 I Scale=1:23.2 1 1.5x3 II 4x6= 1.5x3= 1 2 3 4 5 6 7 • • • • b • • 16 r 0 c –N.A/ X./- /— o Y d ./_ ' • • • 1• 14 13 12 11 10 9 3x6= 1.5x3 II 1.5x3 II 4x6= 14-0-0 114.0-0 Plate Offsets(X,Y)-- [3:0-1-8,Edgel,(4:0-1-8,Edge) _ _- LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.20 11-12 >817 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.30 11-12 >545 240 BCLL 0.0 Rep Stress!nor YES WB 0.46 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SWeight:73 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 SS(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) 8=756/0-3-8,15=750/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-752/0,2-3=1301/0,3-4=-1973/0,4-5=-2106/0,5-6=1726/0,6-7=-733/0 BOT CHORD 14-15=0/773,13-14=0/1973,12-13=0/1973,11-12=0/1973,10-11=0/2069,9-10=0/1373 WEBS 2-15=-1026/0,2-14=0/734,3-14=-914/0,3-13=0/345,7-9=0/975,6-9=-890/0,6-10=0/491,5-10=-477/0, 4-11=-153/313,4-12=-318/0 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. 4)CAUTION,Do not erect truss backwards. ,,`,�11111111/ii/,' ‘.0nON. A. A4 � 1' :.•,`•T •\C E N sFeT ', No 39380 Ir. .•:. � ,�� :4/ oe e, c •<•pR \0• .• c. •.•• Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 lilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid tor use only with Ml IeksTc connectors.this design Is based only upon parameters shown.and is for an individual bulking component,not a truss system.Before use.the betiding designer must verify the applic tatty of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated is to prevent budding of IrndMduat truss web and/or chord members only.Additional ten-votary and permanent bracing MiTek" Is always requked to stability and to prevent collapse wllh possble personal Injury and property damage. For general guidance repricing the 6904 Parke East Blvd.falricati on.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/WP11 Quality Cdterla,DSB-89 and SCSI Building Component Safety Information available from truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ]Truss 1 Truss Type Qty I Ply Catalina T8732475 10007T0 I F15 I GABLE 1 1 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:46 2016 Page 1 Building Component Supply, Jacksonville,Fl 32256 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-f8cR986cVD3OpVdUeerltSpsRbvmYP6HFrW I FzzAzoN 0,1-8 0`1.8 Scale=1:17.0 3x4 I i 1 3x4= 2 3 4 5 6 7 8 • q L J U e r • 19 4 - ° L 18 17• •16 ••••15 14 13•• 12 11 - .10 3x4= 3x4= 3x4= 1-6-12 2-10.12I 4-2-12 5-6-12 i 6-10-12 8-2-12 9-6-12 10-4-8 I 1-6-12 i 1-4-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4.0 0.9-12 Plate Offsets(X,Y)-- (17:0-1-e,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl 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 BCLL 0.0 Rep Stress Inch YES WB 0.04 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 , Matrix-S Weight:51 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(tlat) except end verticals. WEBS 2x4 SF'No.3(1tat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. ••� ....... E N Ce'92"i • • No 39380 .• • • i �' —!p • T' ' ' . .•ms s•COR ,0.:, , , s. -04.3016,/-6 4.01S/- N A��C,��% to itsitimThomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 m11. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTelii connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buldrxg design. Bracing Indicated is to prevent truckling of IndNklu at truss web and/or chord members only. Adaltbon it temporary and permanent bracing Matti(' 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,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information awilabie from truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732476! 10007TO F16 Floor 8 , 1 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:47 2016 Page 1 Building Component Supply, Jacksonville,Fl 32256 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-7KAgMU6FGXBFRtCgCLM_PgLvd?40HiORUVFroQzAzoM 0-1-8 H I 1-3-0 I 1-0-8 Scale:3/8'=t' 4x6= 1.5x3= 3x6_ 1.5x3 I i 1.5x3 II 3x6 FP= 3x6= 4x6 1 2 3 4 5 6 7 8 9 10 11 Qe 0 0 N 23 �• N•� �I. V _N/ " � X / ./ • • • 111. 21 20 19 18 17 16 15 14 13 12 4x6= 3x6= 3x12 M18SHS FP= 4x6= 1-6-0 4-0-0 6-6-0 I 12-9-8 15-3-8 17-9-8 19-3-8 i 1.6.0 I 2-6-0 2-6-0 6-3-8 2-6-0 I 2-6-0 I 1-6-0 i Plate Offsets(X,Y)-- f1:Edge,0-1-8),[14:0-1-8,Edge),[16:0-1-8,Edge),117:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl IJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.31 16-17 >743 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.48 16-17 >476 240 M18SHS 244/190 BCLL 0.0 Rep Stress!nor YES WB 0.67 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S • Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, BOT CHORD 2x4 SP No.1(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) 22=1041/0-5-8,12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.22=-1036/0,11-12=-1041/0,1-2=-1065/0,2-3=-2653/0,3-4_3640/0,4-5=-4103/0, 5.6=-4103/0,6-7=-4103/0,7-9=-3640/0,9-10=-2654/0,10-11=-1063/0 BOT CHORD 20-21=0/2006,19-20=0/3274,17-19=0/3978,16-17=0/4103,15-16=0/3979,14-15=0/3274, 13-14=0/2008 WEBS 11-13=0/1415,1-21=0/1374,10-13=-1315/0,2-21=-1310/0,10-14=0/898,2-20=0/900, 9-14=-862/0,3-20=-864/0,9-15=0/509,3-19=0/508,7-15=-472/0,4-19=-471/0, 7-16=-182/481,4-17=-182/481 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. `,%t,l11T11���, 3)All plates are 3x4 MT20 unless otherwise indicated. ,,,��-A PS •A /44 I�� 4)Refer to girder(s)for truss to truss connections. • C�` n �j 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. `,s' ,•\-E N S• eg2p'j� Strongbacks to be attached to walls at their outer ends or restrained by other means. : k •••\. F "•, 0 6)CAUTION,Do not erect truss backwards. : No 39380 ": • i A • a .T• • - •;4/ e .". 0 R x V.••.c. --$ e & '•••... ..• -‘ •• '•',it;ONAt E00 • Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mi. Design valid for use only with Milekav connectors.This design is txised only upon parameters shown.and Is for cat Individual building component,not a truss system.Before use,the building designer must verify the applicability of design poraneters ad properly Incorporate this design Into the overall building design. &acing Indicated is to prevent budding of Irxtivdual truss web and/or chord members only. Additional temporary and permanent tracing Milek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.OSB-89 and BCSI Building Component 6904 Parke East B E3sB — — Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.P-Parke Jb ITruss Truss Type Qty Ply i Catalina T8732477 10007TO F17 Floor 1 1 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:47 2016 Page 1 Building Component Supply, Jacksonville,Fl 32256 I D:DzLi?nN52N09E HIv_dgJ 11 ylhhD-7KAgMU6FGXBFRfCgCLM_PgLxd?ATHgzRUVFroOzAzoM 0-1-8 a1.8 I----i 1-3-0 _ I 1-7-8 ' Scale=1:13.8 1 2 3 4 i _ • — 12 11 • 1.5 = d 1.5x3= pp 4 a 1 i* 9 8 7 6 1.5X3 I 1.5x3 II 5-10-8 7-4-8 I 1-6-0 4.4-8 1-6-0 1-6-0 Plate Offsets(X,Y)-- [2:0-1-8,Edgel,[3:0-1-8,Edge],(4:0-1-8,Edge] - I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 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/TP12007 Matrix-S Weight:41 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=386/0-5-8,5=386/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-380/0,4-5=-380/0,1-2=-312/0,2-3=-587/0,3-4=-312/0 BOT CHORD 8-9=0/587,7-8=0/587,6-7=0/587 WEBS 4-6=0/397,1-9=0/397,3-6=-375/0,2-9.375/0 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. fk0 iii � • •EN • TI/. No 39.380 ' ' T•' �' • .,,,,,S,O N At�t,,`� Thomas A.Alban)PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. lin. Design valW for use only with Mllek8 connectors.1Ns design is based only upon parameters shown,and Is for an individual r xAding component,not a truss system.Before use,the bulking designer must verify the applicability of design pamamoters 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 tornpoxay and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSt/lPI l Quality Criteria,088.99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from less Plate institute,218 N.lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty 1Ply Catalina T8732478�I 10007T0 I F18 Floor 1 1 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:48 2016 Page 1 Building Component Supply, Jacksonville,Fl 32256 ID:DzLi?nN52NO9EHly dgJllylhhD-bXkCZg7tlgJ63pnsm3tDytu3lPMkOCDaj9?PKSzAzoL 1-3-0 i i 1.10-0 0,1,8 Scale=1:25.0 4x6= 1.5x3= 14x6= 2 3 4 5 6 7 fw w 17 LINN I Pi F PAI II " IIIII''hovr4°°drAIMILIIb'wrdIIMIIIkl .411111114C" NAIMITIIIY Am _ -Y MIMIM,IMMIIIM = 16 15 14 13 12 11 t0 9 -1,,... 4x6= 1.5x3 II 1.5x3 II 4x6 1.6-0 4-0.0 6-7.8 6r11.0 8-7.0 11.1.0 13-7.0 I 15-1-0 ' 1-6-0 2-6-0 2-7.8 0-3-8 1.8.0 I 2-6-0 I 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],13:0-1-8,Edgel,[4:0-1-8,Edge1,[7:0.1-8,Edge],[16:Edge,0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.19 11-12 >949 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.28 11-12 >626 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-S Weight:79 Ib 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.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1-4.12 oc bracing. REACTIONS. (lb/size) 16=816/Mechanical,8=810/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-814/0,7-8=-805/0,1-2=-802/0,2-3=-1909/0,3-4=-2415/0,4-5=-2418/0,5-6=-1915/0,6-7=-80210 BOT CHORD 14-15=0/1497,13-14=0/2415,12-13=0/2415,11-12=0/2415,10-11=0/2313,9-10=0/1501 WEBS 7-9=0/1033,1-15=0/1068,6-9=-973/0,2-15=-966/0,6-10=0/576,2-14=0/574,5-10=-553/0,3-14=-758/0, 5.11=0/270,4-11=-279/200,3-13=-26/281,4-12=-252/55 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. `,�11111111//ii, 5)CAUTION,Do not erect truss backwards. ���`0%1 A. q �I� e. -• : No 39380 ' T• - •;• , ' ttl'i0NAl `ss Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 o WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M147473 rev.10W3/2015 BEFORE USE. Design valid for use only with Milek59 connectors.this design is based only upon parameters shown.and Is for cn kxliNdoul balding component,not a truss system.Before use,the txrlding designer must verify the applicablity of design parameters and properly incertxxate this design into the overall tx ling design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. AckAtk,nat ternFxxary and permanent tracing MiTek• Is always required for stablity and to prevent collapse with possbte personal Injury and property damage. For general guidance regarding the Eaast Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl1 Quality Criteria,DSB-89 and SCSI Building Component 690469 P.ParkeFEst 0 Safely Information available born Truss Plate Institute,'218 N.Lee Street.Suite 312.Alexard rks,VA 22314. Job 'Truss Truss Type l Qty Ply Catalina T8732479 10007T0 F19 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:48 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ1 lylhhD-bXkCZg7t1 gJ63pnsm3tDytuC?PbE0Jfaj9?PKszAzoL 0. 8 Scale:1/2-=1' 3x4= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 • le • e •• • • memmimum4411 25ir 4 i . I i _ _ _ Y a '� — 24❖......:2 :2. 21 20.3❖..... ...•2 •........•.. :........•.• • •.•.......:.19 18 17 .• .......:.. ..• .......•.• :...... 16 15 14 13 3x4 3x4 3x4 _ l 1-4-0 2-8-0 4-0-0 I 5-4-0 6-8-0 I 8-0-0 1 9-4-0 10-8-0 i 12-0-0 I 13-0-4 } 14-7-0 1-4-0 1-4.0 1-4-0 1-4-0 1.4.0 1.4.0 1-4-0 1-4-0 1-4-0 1-0-4 1-6-12 Plate Offsets(X,Y)-- 11:Edge,0-1-81,[12:0-1-8,Edgel,114:0-1-8,Edgel,I24:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d j PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 I Code FBC2014/TP12007 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(fiat) 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)24,13,14,23,22,21,20,19,18,17,16,15 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. 6)CAUTION,Do not erect truss backwards. ``�1 111111 ir11i. •• , •E N .4/ •. No 39380 * • a• =-0 • •j�e i %.,., _ ; : .. '10c' •< OR1 ..; \ /eilit;0NA� E00 oo Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 ir o WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. I ill• Design valki for use only with Mikeku)connectors.!Ns design Is based only upon parameters shown.and is for an Individual biding component.not a truss system.Before rae.the building designer must verity the tuGrplicatlity of design rxxarneters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Indlvkfual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stabllfy and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the East Bbd. d.n,storage,delivery,erection and bracing of trusses and truss systems.sof/ANSI/Wit Quality Criteria.DSB-89 and BCSI Building Component 690469 P.Parke East Safely information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria VA 22314. 1 __ __. Job Truss Truss Type 'Qty Ply Catalina T8732480 10007T0 FG01 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:49 2016 Page 1 ID:DzLi?nN52NO9E Hlv_dgJ l 1 ylhhD-3j I anA8Vo8RygyM3JmOSU5RCwojulYl jxpkysIzAzoK 3.8.13 7-2-3 8.11.610-7-8 12-0-2 3-8-13I 3-5-5 1-9-3 1-8-2 1-4-10 Scale=1:20.5 THD26 Special THD26 2x4 I 5x6= 4x5= 4x5= 4x5= THD26 1 4x12= THD26 i4 2 THD26 3 15 4 THD26 5 6 �- 13 71 ° — 6 ° Id ° 1 6 ri• 11 10 g ✓\ 7 Special a d 5x12_ 4x5= 5x12= ; 4x6= 12 8 4x5x5= 3x4 I I Special Special 3-8-13 7-2-3 8-11-6I 10-7-8 10-10I-2 12-0-2 I 3-8-13 3-5-5 1-9-3 1-8-2 0.2-10 1-2.0 Plate Offsets(X,Y)-- (5:0-2-4,0-2-41,17:0-2-4,0-2-01[8:0-2-4,0-2-01,[9:0-3-12,0-2-81,[11:0-3-8,0-2-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 + Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.02 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.26 10-11 >478 240 BCLL 0.0 • Rep Stress Inc/ NO WB 0.92 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-MS Wind(LL) 0.01 10 >999 240 Weight:198lb 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 6-0-0 oc bracing. 1-12,1-11,5-9,6-7:2x4 SP No.2,7-13:2x8 SP No.2 1 REACTIONS. (lb/size) 12=4424/0.8.6,8=13772/0-5-4 (req.0-5-7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-4244/0,1-2=-10397/0,2-3=-10439/0,3-4=-5186/0,4-5=-5186/0,5-6=0/3296, 6-7=-533/0 BOT CHORD 11-12=0/941,10-11=0/10397,9-10=0/10439,8-9=-3296/0 WEBS 1-11=0/9787,2-11=-2744/0,2-10=-949/43,3-10=0/382,5-9=0/9700,5-8=-9101/0, 6-8=-5081/0,4-9=-1602/0,3-9=-5976/0 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,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �1/111 //// Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 5-8 2x4-1 row at 0-7-0 oc. NO "p.,9 A itfie „ 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 •% 0\‘'. Ade i' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. :�• •• \ •E N '94, • 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat. �, '��,• \., C' `SF••.• / °. 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 11-3-2 zone;C-C for • No 39380 •: members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. _ • * .• +r • 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 -b• . e - will fit between the bottom chord and any other members. i ,T, • • 7)WARNING:Required bearing size at joint(s)8 greater than input bearing size. ••'-(3---•- a. ,• 8)A+following a basic load indicates that the load has been modified in one or more load cases. -•f\ , 4 Q ' \�,,. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review °j 0 R 1 ,s loads to verify that they are correct for the intended use of this truss. rs•••••••••••••` ••s 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 2-0-2 from '''ii,,O N A,E 0 the left end to 10-0-2 to connect truss(es)to front face of top chord. 11) Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban'PE No.39380 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1552 lb down and 430 lb up at MITek USA,Inc.FL Cert 6634 9-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 13)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 12-0-2 sufficient to connect Date: truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. May 31,2016 -- 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design vdkl for use only with tvelekt: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 roust verify the applicability of design parameters and properly Irrcoip rate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual Inns web and/or chord members only.Atldtlonal temporary and permanent bracing 1MiTek" is dways required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the 6904 Parke East Blvd. I tatricatlon.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TM 1 Gudtty Criteria,DSB-e9 and BCSI Building Component • II -- -- Safety Infomrallon avclabie from truss Rale Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. t Tarrpa.FL 33610 Job •Truss Truss Type I Oty Ply Catalina - T8732480 10007T0 FG01 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:49 2016 Page 2 I D:DzLi?nN52NO9EHlv_dgJ 11 ylhhD-3j lanA8Vo8RygyM3JmOSU5RCwojulY1 jxpkyslzAzoK LOAD CASE(S) Standard Except: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1.6=-850,7-12=-7 Concentrated Loads(Ib) Vert:9=-1552 6=-5571 4=-1552 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-6=-836,7-12=-7 Concentrated Loads(Ib) Vert:9=-1270 6=-5571 4=-1552 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-6=-796,7-12=-20 Concentrated Loads(Ib) Vert:9=-705 6=-5571 4=-1552 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-14=-759,6-14=-767,7-12=-4 Concentrated Loads(Ib) Vert:9=430 6=-5571 4=-1552 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-15=-767,6-15=-759,7-12=-4 Concentrated Loads(Ib) Vert 9=430 6=-5571 4=-1552 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-805,7-12=-7 Concentrated Loads(Ib) Vert:9=-603 6=-5571 4=-1552 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-805,7-12=-7 Concentrated Loads(Ib) Vert:9=-603 6=-5571 4=-1552 8)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-765,7-12=-4 Concentrated Loads(Ib) Vert:9=306 6=-5571 4=-1552 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-765,7-12=-4 Concentrated Loads(Ib) Vert:9=306 6=-5571 4=-1552 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-6=-797,7-12=-7 Concentrated Loads(Ib) Vert:9=-498 6=-5571 4=-1552 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-797,7-12=-7 Concentrated Loads(Ib) Vert:9=-498 6=-5571 4=-1552 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-770,7-12=-4 Concentrated Loads(Ib) Vert:9=181 6=-5571 4=-1552 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-777,7-12=-4 Concentrated Loads(Ib) Vert:9=33 6=-5571 4=-1552 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-797,7-12=-7 Concentrated Loads(Ib) Vert:9=-498 6=-5571 4=-1552 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-797,7-12=-7 Concentrated Loads(Ib) Vert:9=-498 6=-5571 4=-1552 a r Q WARNING-Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MIF7473 rev.10/03P20IS BEFORE USE. Design valid for use only with Mlleke connectors.This design Is based only upon parameters shown,and is for an Indivklual bidding component,not a truss system.Before use.the bulling designer must verify the applicability of design pcianeters and properly Incorporate this design Into the overall hulling design. Bracing indicated Is to prevent buckling of IndivIdu l truss web and/or chord members only.Additional tial temporary and permanent bracing MiTek* ek' is always required for stability and to prevent collapse with possible personal I*sy and properly darnago. For general gr/dance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPi1 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdkrile from Inns Plate InstNte,218 N.Lee Street.Stile 312,Alexandila.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Oty I Ply Catalina T8732480 10007T0 FG01 FLAT GIRDER 1 • 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:49 2016 Page 3 I D:DzLi?nN52N09EHIv_dgJ 11 ylhhD-3jlanA8Vo8RygyM3JmOSU5RCwojulY1 jxpkyslzAzoK LOAD CASE(S) Standard 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pit) Ven:1-6=-796,7-12=-7 Concentrated Loads(lb) Vert:9=-423 6=-5571 4.1552 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:1-6=-837,7-12=-7 Concentrated Loads(lb) Vert:9=-1326 6=-5571 4=-1552 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(p11) Veil:1-6=-837,7-12=-7 Concentrated Loads(Ib) Vert:9=-1326 6=-5571 4=-1552 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:1-6=-837,7-12=-7 Concentrated Loads(Ib) Vert:9=-1326 6=-5571 4=-1552 20)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:1-6=-837,7-12=-7 Concentrated Loads(Ib) Vert:9=-1326 6=-5571 4=-1552 0 WARNING•Verify design parameters end READ NOTES ON THIS AND WCLUDED MMTEK REFERANCE PAGE MII-7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design B based only upon parameters shown.a d Is for cn hd tvWud bidding component.not a truss system.Before use,the bulking designer must verity the applicability of design rxraneters and properly Incorporate this design into the overall MiTek' briding design. Bracing Indicated Is to prevent buckling of indtvklud truss web and/or chord members only. Addtional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal inhrry and properly damage. For general guidance regarding the. East Bbd. fabrication.storage.delivery,erection and bracing of trusses and Buss systems.See6904 ANSI/TP11 Quality Criteria.DS8-89 and BCSI Building Component Tampa.04 ParkeFL E3sB -� Safety Information avdlable from truss Plate Institute,218 N.Lee Street,Stile 312.Alexarxlrka VA 72314. Job Truss Truss Type Qty Ply Catalina 10007TO FG02 I ROOF SPECIAL GIRDER 1 T8732481 Building Component Supply, Jacksonville,Fl 322561 I 0 4 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:51 2016 Page 1 ID:DzLi?nN52N09EHIv_dgJ11ylhhD-06PKCr91KIhgwGWRRBQwZW W V2cP6DRROP703x8zAzol 1 2.9.0 5-6.0I i 8-3.0 10-8-8 111-4.8. 16-3-0 2-9-0 2-9-0 2-9-0 2-5-8 0-8-0 4-10-8 Scale=1:29.1 4x10 II 4x5 II 3x4 1 12x14= 7x10= 18 10 7 B O 9 - • la 2x4 II 4x10= 1 5x6= 24x5= 3 4 3x8 11 o A _milimmimmir w ,..- r? 1 O �� I�I i M r - - _ • 19 15 20 14 21 13 22 23 12 24 25 11 16 THD265x6= THD26 4x10----- TH026 2x4 l 4x5-THD26 THD26 THD26 7x10 4x5 II = THD26 THD26 I 2-9-0 l 5.6-0 8-3-0 I 10-8-8 111.4-8, 16-3-0 1 2-9-0 2-9-0 2-9-0 2-5-8 0-8-0' 4-10-8 Plate Offsets(X,Y)-- [1:0-2-0,0-2-8],[2:0-2-0,0-2-0],[5:0-3-12,0-1-4],[6:0-2-8,0-3-0],[7:0.2-4,0-2-0],[8:0-7-12,0-2-0],[9:0-7-0,0-8-0],[11:0-4-12,0-4-8],[14:0 3-8,0-2-0], [15:0-2-0,0-2-81 • • LOADING(psi) SPACING- 1-0-0 CSI. DEFL- In (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.24 12-13 >798 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.90 Vert(TL) -0.64 12-13 >302 240 BCLL 0.0 • Rep Stress Incr NO WB 0.99 Horz(TL) -0.17 10 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 1 Matrix-MS Wind(LL) 0.16 13 >999 240 Weight:458 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc puffins, 7-10:2x6 SP No.2,7-10:2x4 SP No.2 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` 5-7,2-14,4-14,6-11,8-12:2x4 SP No.2,9-11:2x8 SP No.2 1-15:2x4 SP No.1 REACTIONS. (lb/size) 16=5450/0-3-8,10=5571/0-4-8 Max Horz 16=29(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-4805/0,1-2=-12509/0,2-3=-19856/0,3-4=-19856/0,4-5=-19103/0,5-6=-18900/0, 5-7=-4344/0,7-8=-18/427,8-9=-1273/0,9-10=-405/0,9-11=0/5225 BOT CHORD 15-16=0/717,14-15=0/12509,13-14=0/24125,12-13=0/24125,11-12=0/17916 WEBS 1-15=0/12565,3-14=-661/0,4-12=-5252/0,2-15=-3261/0,4-13=-121/2061,2-14=0/7781, 4-14=-4520/0,6-11=-16471/0,6-9=-613/0,6-12=-224/2082,6-8=-162/3499 NOTES- ,,till 111/VIII 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,����-A OPS A. A`�iie Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. •%• �M...... e,9,��i Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. ♦ k •� \G N S '•• 2 Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. NO 39380 Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 2 J* ••- ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. =- t - • s = 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsl;BCDL=3.0psi;h=2511;B=45ft;L=2411 eave=4ft;Cat. e " ' T .m' ,k/: 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. -i,, .; O R 1 0•••• `�•\ :• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ii SS' •........ ` �%• 7)will fls truss has been it between the bottomddesigned for r ad live any other om mbe mon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '1/,�O N A�1�t0 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified. Thomas A.Albans PE No.39380 Building designer must review loads to verify that they are correct for the intended use of this truss. MITek USA,Inc.FL Cert 6634 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10)Use USP THD26(With 16d nails into Girder&NA9D nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-7-12 from Date: the left end to 14-6-12 to connect truss(es)to back face of bottom chord. May31,2016 11)Fill all nail holes where hanger is in contact with lumber. L�WAANIIVO�'Vid�j lren�n�ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.10/03 2015 BEFORE USE. Design valid for use only with Mllekv 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 as'plkxstA ty of design parameters and properly Incorporate this design Into the overall balding design. Bracing indicated Is to prevent buckling of irsdMd x l truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent coikpse with possible personal Injury and property damage. For general guidance regarding the fcbrlcatIon•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 T8732481 10007T0 FG02 (ROOF SPECIAL GIRDER .1 Building Component Supply, Jacksonville,FI 32256 4 Job Reference(optional) 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:51 2016 Page 2 ID:DzLi?nN52N09EHiv dgJllylhhD-06PKCr91KIhgwGWRRBQwZWWV2cP6DRROP7D3xBzAzoi LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-5=-275,5-6=-225,7-9=-275,9-10=-275,11-16=-5 Concentrated Loads(Ib) Vert:14=-811(B)19=-730(B)20=812(B)21=-808(B)22=-810(B)23=-810(8)24=-808(B)25=-812(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-5=-244,5-6=-204,7-9=-244,9-10=-244,11-16=-5 Concentrated Loads(Ib) Vert:14=-827(B)19=-743(B)20=-824(B)21=-868(B)22=-778(B)23=-840(B)24=-868(B)25=827(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-172,5-6=-162,7-9=-172,9-10=-172, 11-16=-15 Concentrated Loads(lb) Vert:14=-599(B)19=-540(B)20=-598(B)21=-599(B)22=-597(B)23=-597(B)24-599(B)25=-602(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=-73,5.6=87,7-18.73,9-18.81,9-10=-81,11-16=-3 Horz:5-7=-5,7-8=19,9-10=11 Concentrated Loads(Ib) Vert:14=100(B)19=109(B)20=106(B)21=101(B)22=102(B)23=101(B)24=96(B)25=95(8) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-17=-81,5-17=-73,5-6=-87,7-9=-73,9-10=-73,11-16=-3 Horz:5-7=-13,7-8=19,9-10=19 Concentrated Loads(Ib) Vert:14=100(B)19=109(B)20=106(B)21=101(B)22=102(B)23=101(B)24=96(B)25=95(B) 6)Dead+0.6 MW FRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-178,5-6=-168,7-9=-178,9-10=-178,11-16=-5 Horz:5-7=15,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=102(B)19=111(8)20=108(B)21=103(B)22=104(B)23=103(B)24=98(B)25=97(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=-157,5-6=-147,7-9=-157,9-10=-157,11-16=-5 Horz:5-7=-2,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=102(B)19=111(B)20=108(B)21=103(B)22=104(B)23=103(8)24=98(B)25=97(8) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=-87,5-6=-97,7-9=-87,9-10=-87,11-16=-3 Horz:5-7=-17,7-8=14,9-10=14 Concentrated Loads(Ib) Vert:14=100(B)19=109(8)20=106(B)21=101(B)22=102(B)23=101(B)24=96(B)25=95(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-103,5-6=-108,7-9=-103,9-10=-103,11-16=-3 Horz:5-7=-12,7-8=9,9-10=9 Concentrated Loads(Ib) Vert:14=100(8)19=109(B)20=106(B)21=101(B)22=102(B)23=101(B)24=96(B)25=95(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-157,5-6=-147,7-9=-157,9-10=-157,11.16=-5 Horz:5-7=3,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=102(B)19=111(B)20=108(B)21=103(B)22=104(B)23=103(B)24=98(B)25=97(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=-157,5-6=-147,7-9=-157,9-10=-157,11-16=-5 Horz:5-7=3,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=102(B)19=111(8)20=108(8)21=103(8)22=104(B)23=103(B)24=98(B)25=97(B) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pif) Vert:1-5=-151,5-6=-141,7-9=-151,9-10=-151,11.16=-5 Concentrated Loads(Ib) Vert:14=-560(B)19=-504(B)20=-556(B)21=-618(B)22=-496(B)23=-578(B)24=-618(B)25=-561(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(pIf) Vert:1-5=-264,5.6=-224,7-9=-264,9-10=-264,11-16=-5 Horz:5-7=11,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=26(8)19=38(8)20=31(8)21=27(8)22=28(B)23=28(B)24=24(B)25=23(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design vdkf for use only with M1elcS connectors.This design Is based only upon parameters shown.and Is for an!dihedral building corn fxnent,not a truss system.Before use,the building designer must verify the appllcablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivkdlal truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse wllh possible personal!duly and properly damage. For general guidance regarding the falxk:atkxt,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from lids Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732481 10007TO FG02 ROOF SPECIAL GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:51 2016 Page 3 I D:DzLi?nN52N09EHIv_dgJ 11 ylhhD-06PKCr91KIhgwG W R RBQwZW W V2cP6DRROP7D3xBzAzol LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-5=-249,5-6=-208,7-9.249,9-10=-249,11-16=-5 Horz:5-7=-2,7-8=-0,9-10.-0 Concentrated Loads(Ib) Vert:14=26(B)19=38(B)20=31(B)21=27(B)22=28(B)23=28(B)24=24(13)25=23(B) 15)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-249,5-6=-208,7-9=-249,9-10=-249,11-16=-5 Horz:5-7=2,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=26(B)19=38(B)20=31(B)21=27(B)22=28(B)23=28(B)24=24(B)25=23(B) 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(pit) Vert:1-5=-249,5-6=-208,7-9=-249,9-10=-249,11-16=-5 Horz:5-7=2,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=26(B)19=38(B)20=31(B)21=27(8)22=28(B)23=28(B)24=24(B)25=23(8) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-73,5-6=-87,7-18=-73,9-18=-81,9-10=-81,11-16=-3 Horz:5-7=-5,7-8=19,9-10=11 Concentrated Loads(Ib) Vert:14=-426(B)19=-389(B)20=428(B)21=-425(B)22=-428(B)23=-428(B)24=-428(B)25=-429(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-17=-81,5-17=-73,5-6=-87,7-9=-73,9-10=-73,11-16=-3 Horz:5-7=-13,7-8=19,9-10=19 Concentrated Loads(Ib) Vert:14=-426(B)19=-389(B)20=-428(B)21=-425(B)22=-428(B)23=-428(B)24=-428(B)25=-429(B) 23)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-178,5-6.168,7-9=-178,9-10=-178,11-16=-5 Horz:5-7=15,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-424(B)19=-387(B)20=-426(B)21=-423(B)22=-426(B)23=-426(8)24=-426(B)25=-427(8) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-157,5-6=-147,7-9=-157,9-10=-157,11-16=-5 Horz:5-7=-2,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-424(B)19=-387(B)20=-426(B)21=-423(B)22=-426(B)23=-426(B)24=-426(B)25=-427(B) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-87,5-6=-97,7-9=-87,9-10=-87,11-16=-3 Horz:5-7=-17,7-8=14,9-10=14 Concentrated Loads(Ib) Vert:14=-426(B)19=-389(B)20=-428(B)21=-425(B)22=-428(B)23=-428(B)24=-428(B)25=-429(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-5=-103,5-6=-108,7-9=-103,9-10=-103,11-16=-3 Horz:5-7=-12,7-8=9,9-10=9 Concentrated Loads(Ib) Vert:14=-426(B)19=-389(13)20=-428(B)21=-425(8)22=-428(B)23=-428(B)24=-428(6)25=-429(B) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-5=-157,5-6=-147,7-9=-157,9-10=-157,11-16=-5 Horz:5-7=3,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-424(B)19=-387(B)20=-426(B)21=-423(8)22=-426(B)23=-426(B)24=-426(B)25=-427(B) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-157,5-6=-147,7-9=-157,9.10=-157,11-16=-5 Horz:5-7=3,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-424(B)19=-387(B)20=-426(B)21=-423(B)22=-426(B)23=-426(8)24=-426(B)25=-427(6) 29)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:1-5=-264,5-6=-224,7-9=-264,9-10=-264,11-16=-5 Horz:5-7=11,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-736(8)19=-666(B)20=-736(B)21=-767(B)22=-702(B)23=-748(B)24=-769(B)25=-739(B) 30)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:1-5=-249,5-6=-208,7-9=-249,9-10=-249,11-16=-5 Horz:5-7=-2,7.8=-0,9-10=-0 4 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 nv.1003/2015 BEFORE USE Design valid for use only with MITeiy5 connectors,this design is based only upon parameters shown,and Is for an IndMd al building component,not a truss system.Before use,the budding designer must verify the appllcabllty 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!Nay and properly damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of t asses and truss systems,seeANSt/TPII 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. I Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732481 10007T0 FG02 ROOF SPECIAL GIRDER 1 4 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:51 2016 Page 4 I D:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-06PKCr91 KlhgwGW RRBQwZW W V2cP6DR ROP7D3xBzAzol LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-736(B)19=-666(B)20=-736(B)21=-767(B)22=-702(B)23=-748(B)24=-769(B)25=-739(B) 31) 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(plf) Vert:1-5=-249,5-6=-208,7-9=-249,9-10=-249,11-16=-5 Horz:5-7=2,7.8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-736(B)19=-666(B)20=-736(B)21=-767(B)22=-702(B)23=-748(B)24=-769(B)25=-739(B) 32)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) Veil:1-5=-249,5-6=-208,7-9=-249,9-10=-249,11-16=-5 Horz:5-7=2,7-8=-0,9-10=-0 Concentrated Loads(Ib) Vert:14=-736(B)19=-666(B)20=-736(B)21=-767(B)22=-702(B)23=-748(B)24=-769(B)25=-739(B) 1 � WARNAVG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE Design valid for use only with MIIek5 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 applicc llty 01 design parameters and properly incorporate this design Into the overall buiding 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 stabNllty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,Storage,delivery,erection and bracing of tnusescnd hum systems,seeANSI/IPli GuaNy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely tnformaHon avaliab le from Inns Plate institute,218 N.lee Street,Suite 312,Poexanchlo,VA 71314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732482 10007TO FG03 FLOOR 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:51 2016 Page 1 ID:OzLi?nN52NO9EHIv_dgJ1 tylhhD-06PKCr91K1hgwGWRRBQwZWWWgcS7DTlOP7D3x8zAzoI 3-3-12 6-5-12 , 9-7-12 12-9-12 15-11-12 19-3-8 ' 3-3-12 ! 3-2-0 3-2-0 3-2-0 3-2-0 3-3-12 Scale=1:32.6 8x12= 2x4 II 4x5= 4x5= 4x10= 14x10= 24x5= 3 4 5 6 7 IBM 4 11 11: ■I I I I I 0 fl Z 15 16 13 17 12 18 11 19 20 10 21 9 22 23 8 4x5 II 4x10= JUS24 4x5= JUS24 4x10= JUS24 10x12= JUS24 5x12= 4x5 II THD26-2 JUS24 THD26-2 THD26-2 JUS24 THD26.2 3-3-12 6-5-12 9-7-12 12-9-121 15-11-12 19-3-8 I 3-3-12 3-2-0 1 3-2-0 3-2-0 3-2-0 3-3-12 Plate Offsets(X,Y)-- [2:0-2-0,0-2-0],[3:0-4-12,Edge],[6:0-2-0,0-2-0],[8:Edge,0.3-81,19:0.3-8,0-2-81,[10:0-4-12,0-5-0],[12:0-2-0,0-2-01,[13:0-3-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.53 11 >429 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.83 11 >274 240 BCLL 0.0 Rep Stress Ina NO WB 0.87 Horz(TL) 0.05 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:318 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, BOT CHORD 2x6 SP SS'Except' except end verticals. 8-10:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 REACTIONS. (lb/size) 14=3892/0-5-8,8=3877/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-2933/0,1-2=-9519/0,2-3=-15363/0,3-4=-16703/0,4-5=-1670310,5-6=-15304/0, 6-7=-9444/0,7-8=-2918/0 BOT CHORD 13-14=0/659,12-13=0/9519,11-12=0/15476,10-11=0/15419,9-10=0/9444,8-9=0/659 WEBS 1-13=0/9256,2-13=-2003/0,2-12=0/6106,3-12=-754/0,3-11=0/1286,5-11=0/1341, 5-10=-767/0,6-10=0/6147,6-9=-2067/0,7-9=0/9179 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. 111111 Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. ♦♦�,,lls A, ���it�� Webs connected as follows:2x4-1 row at 0-9-0 oc. ♦♦O�p` A4.e -i�' 2)All loads are considered equally applied to allplies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Plyto ♦♦ •' q Y P ♦ GEN '9 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �♦ k .J. %,� S6`••.2j 1. 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. No 39380 ;. ._ Strongbacks to be attached to walls at their outer ends or restrained by other means. --* ;_ 4. 5)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 6-0-0 oc max.starling at 0-9-0 from = : the left end to 18-6-8 to connect truss(es)to front face of bottom chord. =-p; • s 6)Use USP JUS24(With loci nails into Girder&10d nails Into Truss)or equivalent spaced at 4-0-0 oc max.starting at 2-8-4 from the . • ••, - left end to 16-7-4 to connect truss(es)to front face of bottom chord. g :ef� 7)Fill all nail holes where hanger is in contact with lumber. �'-... : • O•'•. ��,�� LOAD CASE(S) Standard ,'oe Os%•........R 10... .• �� ♦♦ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '��,��N A;E��0%..441: ♦ Uniform Loads(plf) Vert:1-7=-100,8-14=-10 Thomas A.Albans PE No.39380 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:12=-686(F)15=-688(F)16=-489(F)17=489(F)18=-489(F)19=-489(F)20=-686(F)21=-489(F)22=489(F)23=-688(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7073 rev.10/032015 BEFORE USE. mit r Deslgs valid for use only vAth MI IekN connectors.INs design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the bulking desigries must verity the applicability of design parameters and properly Incorporate this design into the overall building design. ttachg 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 guidance regarding the lubrication,storage.delivery,erection and bracing of trusses and truss systems,soeANSI/IPI l Quality Criteria,DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA22314. Tampa.FL 33610 1 I Job Truss I Truss Type Oty Ply 1 Catalina 18732483 10007T0 FT03 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:52 2016 Page 1 ID:DzLi?nN52NO9EHlv.dgJl 1 ylhhD-UIzjPBAN53pXXO4d?ux96j2mvOyFy4gAenzcTdzAzoH 3.11-12I 8-10-0 3-11-12 4-10-4 2x44_ Scale=1:20.4 I1 3x4= 2 3 6 2x4 II 3x8- 2x4 II 3-9-0 3-11-12 8-10-0 3.9-0 0-2-12 4-10-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.01 4-5 >999 240 • BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:53 lb FT=20% — -- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-10-0 oc purtins, 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=87/0-3-8,5=852/0-5.8 Max Uplift 4=-101(LC 3) Max Gray 4=212(LC 4),5=852(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 1-5=-278/0,2-5=-539/0,3-5=-260/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4. • 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. `001111I,,,, ' .�so`" �`,�PS A ALB• ', ,, ? No 39380 lec iii111111 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. �� Design vciki for use only with Mllekv connectors.this design k based only upon parameters shown,andis for an individual building component.not a truss system.Before use,the braiding designer must verily 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 M iTe k Is always required for stability and to prevent collapse with possble personal Inlay ext property damage. For general guid nce regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information av<Iable tom truss Plate institute,218 N.lee Skeet.Suite 312.PJexancirlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732484 10007T0 FT04 FLOOR 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:52 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-UIzjPBAN53pXX04d?ux96j2i501vy1 tAenzcTdzAzoH 4-2-8 9-2-15 I I 4-P-8 5-0-7 3x6 Scale=1:20.4 1 3x4= 8 2 3x6 II C ol —1111111111111111111111111111111111111111L-3x6= -E-- 2x4 d g N 7 2x4 I I 3x4= I 3-9-0 1 4.2.8 I 9-2-9 9-2115 3-9-0 0-5-8 5-0-1 0-0-6 Plate Offsets(X,Y)-- 12:0-2-4,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.01 4-5 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.17 4 n/a ova BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 4=109/0-4-3,6=875/0-5-8 Max Uplift 4=-91(LC 3) Max Gray 4=231(LC 4),6=875(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-22/631 BOT CHORD 5-6=-725/0,2-5=-575/0 WEBS 1.6=-266/0,3-5=-632/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 4. 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. ,`1111111111ei��, �``, �• PSEN q�BA. dF• No 39380 ' s ^-0: . : .- S./ v;,I • Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.10/03/2016 BEFORE USE. wit Design valid for use only with MilekS connectors.huts design k based only upon parameters shown,and Is for an indiv dual tuWing component,not ' a taus system.Belore use.the buildlrng designer must verify the appik:atilty of design parcrneters a d properly Incorporate this design into the overallaiding design. Bracing Indicated B to prevent buckling o11rx11vidu al tuts web and/or chord members only.Additional temporary and permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal htuy and property damage. For general guidance regading 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 Inas Plate Institute.218 N.Lee Street,Suite 312-Nexandrkl,VA 22314. Tampa,FL 33610 Job TTruss Truss Type Qty Ply Catalina T8732485 10007T0 GEB01 FLAT 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:53 2016 Page 1 IDxrjvKycEyJcDsG_Yz1 PnSFzB2Ns-yUX5dXB?sNx09afgYcTOfxb1 FPABhN5JsRi9?3ZAzoG 3-3-10 6-5-8 9-7-6 12-11-0 I 3-3-10 i 3-1-14 3-1-14 3-3-10 Scale=1:21.7 Special 2x4 II 455= 4x5= 1 455- 455= 3 4 5 _1 I 6 i f • • j ,— • 9 8 7 4x5= 10 4x5= 4x10= 6 2x4- 2x4 3.3.10I 6-5-8 I 9-7-6 { 12-11-0 I 3-3-10 3-1-14 3-1-14 3-3-10 Plate Offsets(X,Y)-- I1:0-2-12,0-2-0),15:0-2-12,0-2-01,17:0.2-4,0-2-01,19:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.25 Vert(LL) -0.13 8 >999 240 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.54 Vert(TL) -0.18 8 >830 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-3 oc bracing. REACTIONS. (lb/size) 10=1390/0-3-8,6=1390/0-3-8 Max Uplift 10=-219(LC 8),6=-219(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-10=-1341/264,1-2=-2466/439,2.3=-3906/694,3-4=-3906/694,4-5=-2466/439, 5-6=-1341/264 BOT CHORD 8-9=-439/2466,7-8=-439/2466 WEBS 2-9=-1083/240,3-8=-1319/284,4-7=-1083/240,1-9=-472/2647,2-8=-304/1594, 4-8.304/1594,5-7=-472/2647 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=3.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)0-1-12 to 3-3-10,Interior(1)3-3-10 to 12-9.4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`,�I1111111//��' 2)Provide adequate drainage to prevent water ponding. 3)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle root. Architect to `,��` 0T k No A. q(e /,� verify adequacy of top chord dead load. �� ` G E/� '9 'j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .� •••V `S�••.yj °i 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. N O 39380 •- __� 6)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ... : .. i.e.c.-- –* �,_ capacity of bearing surface. – ` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at joint 10 and 219 lb uplift =-0; . at joint 6. • 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down and 219 lb up at i_0-- � ' - • 4V•'. • 6-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. °•."`‘N".•-• „� LOAD CASE(S) Standard _` 1)Dead+Roof Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 �,,t �O N Al�`,SN` Uniform Loads(plf) Vert:6.10=-20,1-5=-118 Thomas A.Alban'PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:3=-1038 6904 Peltte East Blvd.Tampa FL 33610 . Date: May 31,2016 0 WARNING•v.rlry design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10103/201$BEFORE USE. mg Design valid for use only with Mllek9 connectors.this design Is based only upon parameters shown.and Is for an hdivkiud building component,not a truss system.Before use,the building designer must verily the applicablity of design txdrrxneters 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 for stability and to prevent collapse with possible personal hKsy and properly damage. For general guidance regardng the • fabrication,storage,delivery.election and bracing of trusses and truss systems.seeANSI/IP1 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexasxdrkl,VA 22314. Tampa.FL 33610 [Job Truss Truss Type Qty Ply ' Catalina T8732486 10007T0 HJO3 I DIAGONAL HIP GIRDER 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:54 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11ylhhD-Qh5TgtCedg4FnkE06J_dB884_pXGQ0eT55SjXWzAzoF -1-10-10 4-2-3 I 1-10-10 4-2-3 Scale=1:14.1 1 4 NAlLE4)r12 i 5x6% I NAILED 3 r\ K ' N n 2 n 010 d 1II i 4.4q : 5 NAILED NAILED • • 4x10 II 0-6-0 4-2-3 10-6.0 I 3-8-3 I Plate Offsets(X,Y)-- [2:0-4-15,0-5-13] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.03 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.04 5-10 >999 180 BCLL0.0 • Rep Stress Ind NO WB 0.00 Horz(TL) -0.03 4 n/a 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 purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 2-1-0 REACTIONS. (lb/size) 4=32/Mechanical,5=2/Mechanical,2=125/0-4-15 • Max Horz 2=71(LC 24) • Max Uplift 4=-40(LC 5),5=-41(LC 17),2=-232(LC 17) Max Gray 4=62(LC 28),5=30(LC 3),2=301(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-4=-297/751 NOTES- 1)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;End.,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 ,`,`,% I ����', • will fit between the bottom chord and anyother members. 4)Refer to girder(s)for truss to truss connctions. ,��o MP`S A' '4L '��i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 4,41 lb uplift at joint 5 •% .x0•••G E N B,9 ,°, and 232 lb uplift at joint 2. �� '' • \,\ SF•"•,I% .. 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. 1. N O 39380 • . 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 -3; • e • Uniform Loads(pit) .• e . Vert:1-4=-60,5-6=-20 . g �' �m •:4, Concentrated Loads(Ib) °0, % O•' • q Vert:9=101(F=50,B=50)10=183(F=91,B=91) �' .•e 0 •. 0 A ' r, `- • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • May 31,2016 • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1093/2015 BEFORE USE. M—. Design valid for use only with MilekS connectors.This design Is based only upon parameters shown.and is for an indMdud building component.not a truss system.Before use.the building g designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. &acing indicated is to prevent buckling of Indivklud 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 injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and tracing of teases and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information avdk le from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria,VA 72314. 1 Tampa.FL 33610 -- j Job Truss Truss Type Qty Ply Catalina T8732487 10007T0 HJ11 DIAGONAL HIP GIRDER 2 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:54 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11ylhhD-Qh5TgtCedg4FnkE06J_dB888ppdbQ0eT55SjXWzAzoF -1-10-10 1.4.4 II 1-10-10 1-4-4 Scale=1:9.2 3 I a 4.24 12 d 2 N N ail M r O d O 1 .) 1 4 ,4411111111100. 5 3x8 1' 1-4-4 l 1-4-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 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 BOLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 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 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. REACTIONS. (lb/size) 5=273/0-7-6,4=-18/Mechanical,3=-38/Mechanical Max Horz 5=43(LC 12) Max Uplift 5=-119(LC 12),4=-18(LC 1),3=-38(LC 1) Max Gray 5=273(LC 1),4=15(LC 12),3=25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-231/371 NOTES- 1)Wind:ASCE 7.10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=41t;Cat. II;Exp B;End.,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 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. %111 r 11 1. 4)Refer to girder(s)for truss to truss connections. ,`%114 S A. rr;4, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 5,18 lb uplift at joint ,`• to Az �,, 4 and 38 lb uplift at joint 3. `� ��.•`G E•N •,d I No 39380 -D: -_.- • , r. • ,6,:T• •- •- _-� -•iF • `• 0R10•'•,- %—• ,e• Si6NA;�'0 rrr't Thomas A.Albans PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Paste East Blvd.Tampa FL 33610 Date: May 31,2016 ' o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN.7473 rev.10/03/2016 BEFORE USE. Mit Design valid for use only with t4llekb1 connectors.this design is based only upon paarneters shown,and Is for an Individual building component,not a truss system.Before use.lie bulldog designer roust verify the applicability of design parameters and properly incorporate this design Into the overall ix/Icing design. Placing Indicated Is to prevent buckling of individual inns web and/or chord mamba's 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 tabricatlon,storage.delivery,erection and bracing of tnisses and truss systems,seeANSi/1PI1 QuaNty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information arvdkirle from leas Plate Institute,218 N.lee Street Suite 31'l,Nexaxxhla,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply Catalina T8732488 10007T0 •HJ12 DIAGONAL HIP GIRDER 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:55 2016 Page 1 ID:DzLi?nN52N09EHIv_dgJ11 ylhhD-utfr1 DCGN_C6OtpCg1 VskMgJbDxK9TucKIBG4yzAzoE -1.10-10 3-7-13 1.10-10 3.7-13 Scale=1:13.2 4 -7 11 t to NAILED 11 4'24(12 NAILED I 4x5 1 13 a 1110 n - 7c7 2 °� av 12 5 NAILED NAILED 3x8 II 3-7-13 I 3-7-13 Plate Offsets(X,Y)-- 12:0-2-0,0-3-11) i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.02 5-10 >999 180 ,• BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 4 n/a Na • BCDL 10.0 Code FBC20141TP12007 Matrix-MS ( Weight:18 lb 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 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=41/Mechanical,2=210/0-7-6,5=4/Mechanical Max Horz 2=66(LC 8) Max Uplift 4=-23(LC 5),2=-109(LC 8),5=-22(LC 17) • Max Gray 4=46(LC 28),2=213(LC 28),5=32(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-132/317 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psh h=25ft;B=45ft;L=24th eave=oft;Cat. II;Exp B;End.,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. 11111!/ 4)Refer to girder(s)for truss to truss connections. r,���,11 n A, ,.i1, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 4,109 lb uplift at joint `,N O,KP 44 a ,j,, 2 and 22 lb uplift at joint 5. '9 • 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. `•*�.`?.•�\G E N S'�.••2j °• • , 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • No 39380 • LOAD CASE(S) Standard .._ "' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) ".:'d: • Vert 1-4=-60,5.6=-20 ! • T' ra _ (/ Concentrated Loads(lb) �. ;, � 1� (�/4. Vert:3=88(F=44,B=44)12=57(F=29,B=29) ,�� �- O R ,Q•••. ... /!1111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE lei valki for use only with MIteke 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 pxxarreters 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 couple with possible personal Inlay and property damage. For general guidance regaang the 6804 Parke East Blvd. storage.delivery,erection and bracing of trusses and truss /IP systems.seeANSII1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avallabte from truss Plate institute,218 N.tee Street,Suite 312,Alexaxirlo,VA 22314. Tampa.FL 33610 Job iTruss I Truss Type Qty Ply I Catalina T8732489 10007T0 I HJ24 DIAGONAL HIP GIRDER 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:55 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJl lylhhD-utfrl DCGN_C6OtpCg1VskMgLJDxF9TucKIBG4ylzAzOE -1-10-10 1 5-7-2 1-10-10 5-7-2 Scale=1:14.1 NAILED NAILED 3 7 2.1212 9 NAILED ' I A NAILED 8 2 1 a 1 rr H 10 11 4 NAILED NAILED NAILED NAILED 3x4= I 5-7-2 5-7-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL L25 TC 0.34 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 • Rep Stress lncr NO WB 0.00 Horz(TL) 0.01 2 n/a Na 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=123/Mechanical,2=267/0-7-6,4=56/Mechanical Max Horz 2=54(LC 20) Max Uplift 3=-47(LC 4),2=-98(LC 4) Max Gray 3=123(LC 1),2=267(LC 1),4=85(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4Th Cat. II;Exp B;End.,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.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 47 lb uplift at joint 3 and 98 lb uplift at joint 2. ,111111111111 7) In the LOADdicates CASE()lsect on,d tloads)or 2-12d applied to face of hetoe-nails.For more truss are noted as rontlls(F)eor r block`B;k's ST-TOENAIL Detail. ,,`,,O PS A 4, i,•,, LOAD CASE(S) Standard •..,�� G E IV S'• '9,� �,. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) No 39.380 Vert:1-3=-60,4-5=-20 -* ;_—sem Concentrated Loads(lb) = : Vert:8=58(F=29,B=29)10=60(F=30,B=30)11=-9(F=-4,B=-4) =-d•• • e - � , T'-. ��, .-• •• . O R 1 ..'„Av,. ,% .,'' N. 'ON : �s%%% iiiiiitoo Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 f, _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO7473 rev.10/03/2015 BEFORE USE. lil-. Design valid for use only with MITek4v connectors.This design B bxned only upon parameters shown,and Is for an NxANUual buNdIng component,not a truss system.Before use.the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall buuding design. Bracing indicated Is to prevent budding of individual truss web and/or chard members only.Additional temporary and permanent bracing M Mak' Is always required for stability and to prevent collapse with parable personal'Nur)/and property damage. For general gtrdmce regarding the kabrlcatbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qudlty Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information available from truss Plate Instlitrte,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 Job ITruss Truss Type Oty Ply Catalina T8732490 10007T0 1-1J37 DIAGONAL HIP GIRDER ,1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:56 2016 Page 1 ID:DzLi?nN52NO9EHly_dqJ 11 yl hhD-M3DDFZDu81 Kz01 OPEk05GZDS8d7TusCIYPxgcOzAzoD -1-10-10 4-11-0 9-10-1 1-10-10 4-11-0 4-11-1 4 Scale=1:38.9 NAILED rii 1g iq 4.24 r12 NAILED r NAILED 11 • 3x4 1 1 NAILED 3 NAILED 1 1 VA NAILED Ilk 4x5% 9 div •••••••••20.0011110.1 1 d `L 1 _ Mal I I ifi II II II 12 137 14 6 85 3x4-= NAILx4 5 NAILED 3 2x4 11 NAILED NAILED NAILED NAILED 4-11-0 8-1-1 9-10-1 I 4-11-0 I 3-2-1 i 1-9.0 I Plate Offsets(X,V)-- (2:0-2-4,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid l PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.26 6-7 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.30 6-7 >384 180 BCLL 0.0 • Rep Stress Incr NO WB 0.32 Horz(TL) 0.08 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:57 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.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=468/0-7-6,4=160/Mechanical,5=285/Mechanical Max Horz 8=187(LC 24) Max Uplift 8=-503(LC 4),4=-86(LC 8),5=-239(LC 8) Max Gray 8=618(LC 30),4=160(LC 1),5=342(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-521/344,2-3=-419/293 BOT CHORD 6-7=-314/353 WEBS 2-7=-214/400,3-7=-279/301,3-6=-587/522 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.0pst h=25ft;B=45ft;L=24ft eave=oft 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,%' i 11 t Iltz� 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 `•. S A, //ie will fit between the bottom chord and any other members. %% wP` Ac.61 �i 4)Refer to girder(s)for truss to truss connections. ���.� •'Ci E�l '9 �• . 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 503 lb uplift at joint 8,86 lb uplift at joint � k ,•\\,\ `SF••,' °• 4 and 239 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. No 39380 -_• 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). • LOAD CASE(S) Standard r•-0 • • - 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 r•.10 • Li, Uniform Loads(plf) , g •,.Q 1- • (C% Vert:1-2=-60,2-4.60,5-8=-20 0, ` • �� Concentrated Loads(Ib) �i�F • � 0 A 19•••cNx‘ '��� Vert:9=98(F=49,B=49)11=-76(F=-38,B=-38)13=1(F=1,8=1)14=-43(F=•22,B=-22) �• t.9/ ..ON Al.�.v. SN -"sit iiii0" Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 _ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mltekcg connectors.this design Is based only upon parameters shown.and Is for an IndMd tai budding component.not a truss system.Below use,the building designer must verify the appilcablity of design parameters and properly`'corporate this design into the overall balding design. Bracing Indicated Is to prevent budding of indNklual 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,seeANSI/lPt I Quality CIterIa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlc1nle from buss Plate Institute,218 N.lee Street.Suite 312.Nexgnd ria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1Ply Catalina T8732491 ' 10007T0 HJ47 DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:57 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-ciGncSvEWybSgeBzbnRXKpnmY51 SfdK5vn3gN8gzAzoC -1-10-10I 4-11-0 I 9-10-1 1-10-10 4-11-0 4-11-1 5 Scale=1:29.9 NAILED 4 6 NAILED 4.24;12 15 NAILED gx4 C NAILED 4 14 '. -e � 3x5 \\ 3 13 ori 2 d 1 I I 1 I I me .i O M 16 17 7 Nom/ • NAILED NAILED NAILED 6 7x10 'I NAILED NAILED NAILED 3x4= • NAILED NAILED 5I 9-10-1 9-4-13 Plate Offsets(X,Y)-- 12:0-2-4,0-5-5] _ LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.23 7-12 >511 240 MT20 244/190 • TCDL 10.0 1 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.49 7-12 >242 180 • BCLL 0.0 * Rep Stress Ince NO WB 0.21 Horz(TL) -0.03 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 2-1-15 REACTIONS. (lb/size) 5=156/Mechanical,6=215/Mechanical,2=289/0-4-15 Max Horz 2=129(LC 24) Max Uplift 5=-62(LC 8),6=-154(LC 8),2=-319(LC 8) Max Gray 5=156(LC 1),6=253(LC 3),2=467(LC 28) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-4=-413/183 BOT CHORD 2-7=-247/354 WEBS 4-7=-387/271 • NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;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 ,,,'� I ���'' DOL=1.60 ,%F4 S A. l,t 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� tip` Ar; i� 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 •N se. e-9 ��0 will fit between the bottom chord and any other members. ���'��"•\.,�C'E•N`SF•'•2/ °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 62 lb uplift at joint 5,154 lb uplift at joint :: • N O 39380 • 6 and 319 lb uplift at joint 2. 14 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). =• -0 .LL�rs'' LOAD CASE(S) Standard � -•- T -" •',!�• • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �: < v..', • . \��.VV,` Uniform Loads1(5If'60,6-8=-20 °i��t�Ss•,O R 1• ��,�. Concentrated Loads(Ib) '�/,��N A�E���� Vert:11=101(F=50,B=50)12=183(F=91,B=91)15.-56(F=-28,B=-28)16=24(F=12,6=12)17=-16(F=-8,B=-8) Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • May 31,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. ith. 1 • Design valid for use only with IvNIekS connectors.this design Is txued only upon parameters shown,and Is for al individual+adding component,not .. a bsystem.buss sysm.Before use,the bulking designer must verity and applicability of design parameters d p ropxerly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regard ng the fabrication.storage,delivery.erection and bracing of Busses and taus systems,seeANSI/TPI I Quality Criteria,DSB•89 and SCSI BuNdhg Component 6904 Parke East Blvd. • • Safely Information available from Truss Plate Institute,218 N.tee Street.State 312.Alexin data VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type I Oty Ply Catalina T8732492 10007T0 HJ52 DIAGONAL HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:58 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-JSL_gFF8gvahGLYnL92ZM_IttQ_AMgd20jQwhHzAzoB -1-10-10 2-9-3I 1-10-10 I 2-9-3 Scale=1:11.1 4 NAILED NAILED , 4.24 12 3x4 3 2 0 '— ) ..1 n 12 I 5 NAILED NAILED 3x6 ll 2-9-3 2-9-3 I Plate Offsets(X,Y)-- 12:0-2-0,0-2-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.01 5-10 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 4 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 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=18/Mechanical,2=259/0-7-6,5=-11/Mechanical Max Horz 2=57(LC 8) Max Uplift 4=-15(LC 5),2=-119(LC 8),5=-27(LC 17) Max Gray 4=30(LC 29),2=259(LC 1),5=36(LC 24) 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.Opst BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp B;End.,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 tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 0111111/, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 4,119 lb uplift at joint %%. S A, Ili 2 and 27 lb uplift at joint 5. A� j ,4 �i,� 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. $,,e-1..• '9 i 7)In the LOAD CASE(S)section,toads applied to the face of the truss are noted as front(F)or back(B). %, '.\ • \GENS''•••2/ °• . No 39380 LOAD CASE(S) Standard ,' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �_�w Uniform Loads(plf) = : • Vert:1-4=-60,5-6=-20 :-13•• --- • e Concentrated Loads(ib) -'t • - :IQ 47 Vert:12=63(F=31,B=31) o-.,. �� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.101012015 BEFORE USE. Design valid for use only with Miteid)connectors.This design Is based only upon parameters shown,and Is for an indMd al bulding component,not a truss system.Before me,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buidhng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txacIng MiTek' Is always required for stability and to prevent collapse with possible 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/TPI1 Quality Crltorla,058-89 and SCSI Building Component Safely Information avalcble from Truss Plate Insthrte,218 N.lee Sheet Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732493 10007T0 HJ53 DIAGONAL HIP GIRDER 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:58 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ l 1 ylhhD-JSL._9FF8gvahGLYnL92ZM_IttQ_CMgd20jOwhHzAzoB -1-10-10 4-2-14 I 1-10-10 I 4-2-14 Scale=1:13.6 4 13 4.84ALED NAILED 3x4 3 0 . N , N N 2 0 al i _ I I ./X . 12 5 NAILED >I NAILED 3x611 4-2-14 4-2-14 Plate Offsets(X,Y)-- 12:0-2-0,0-2-10) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 5-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 5-10 >999 180 BCLL 0.0 • Rep Stress!nor NO WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:18 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=76/Mechanical,2=283/0-7-6,5=23/Mechanical Max Horz 2=72(LC 8) Max Uplift 4=-29(LC 8),2=-117(LC 8) Max Gray 4=76(LC 1),2=283(LC 1),5=55(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=S.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 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. 11111/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 117 lb uplift at ,�‘‘%.0111111'p 1 S A, 'Ili/i� joint 2. �S OPA� �� 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. .� e4/ �1, 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `��k�••\,\G E N d'•.4/4,1, 2/ °• LOAD CASE(S) Standard z•• . . No 39380 ., 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25s. .k ;._ - Uniform Loads(plf) Vert:1-4=-60,5-6=-20 7-O _i . e Concentrated Loads(Ib) e - Vert:12=65(F=32,B=32) ..T �f - .•.� • .,��,'S'O N Al ``s" Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: May 31,2016 let0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/OV2015 BEFORE USE. Design valid for use only with Mllekss connectors.This design Is based only upon parameters shown,and is for an Indivkkr l building component,not a truss system.Before use.he 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 IndMcival truss web and/or chord members only.Acldltlonal temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton available from less Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply Catalina T8732494 1000710 J01 CORNER JACK 4 1 J Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Tue May 31 12:54:59 2016 Page 1 ID:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-neuMtaGmRDiYtV7_vsZouCr4WgJh5HtCFN9UDjzAzoA -1-4-0 ( 0-10-15 1-4-0 0-10-15 Scale=1:9.1 3 1 6.00it2 A a y 2 Iiil N 1 rElMi 75 6 In 4 3x8 II ►1 5 0-7-12 0-10-15 0-7-12 l 0-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid • PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 5 >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: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=-59/Mechanical,4=-181/Mechanical,5=389/0-3-8 Max Horz 5=55(LC 12) Max Uplift 3=-59(LC 1),4=-181(LC 1),5=-163(LC 12) Max Gray 3=28(LC 12),4=64(LC 12),5=389(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;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;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 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.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. 4)Refer to girder(s)for truss to truss connections. ,11111111//// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 3,181 lb uplift at joint `S%t S A. ���� 4 and 163 lb uplift at joint 5. ,� MP � ., „�,Z,0 •.......... • eq ,i,l • No 39.380 - 1):,‘---4 - - z Q '0,:• F`'•••` 0RIv•. r,. e,eit„�ON• P1�E`s' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 of Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mir-7473 rev.10103(2015 BEFORE USE. Design valid for use only with MIIekB connectors.Ibis design Is based only upon parameters shown,and Is tot an individual Wilding component,not a truss system.Before use,the building designer resist verity the applicability of design parameters and properly incorporate this design Into the overall N./ding design. Bracing Indicated is to prevent buckling of Indtvkluai 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 guidance regarding the fatxlcatkrc storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 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,Alexin ria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732495 10007T0 J11 CORNER JACK 2 1 ;Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:54:59 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl lylhhD-neuMtaGmRDiYtV7.v5ZouCr4SgLT5HtCFN9UDjzAzoA -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:9.1 3 6.00 FIT , • 2 6 m N dc:, I' W 1 Nejmd 1 1 1 M 4 5 3x8 Il 0-10-15 I ' 0-10-15 LOADING(psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 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 0.03 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/f P12007 Matrix-MSWeight: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) 5=206/0-5-8,3=-42/Mechanical,4=-15/Mechanical Max Horz 5=55(LC 12) Max Uplift 5=-79(LC 12),3=-42(LC 1),4.15(LC 1) Max Gray 5=206(LC 1),3=22(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=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,,11/1 111►iii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 5,42 lb uplift at Joint 3 `�•• S A, ii�� and 15 lb uplift at joint 4. `�s OPS 446 , $♦ O se . 'E�N •-T '• No 39380 ' .. 1:„... „-- -* T. , . : .�1;�; .•• ORIO•,•.r\� ♦ • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I, till. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/07/2016 BEFORE USE. Design valid for use only with MlrekL connectors.this design is based only upon parameters shown,and is for an idivkdxal landing component,not a truss system.Before me.the building designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall binding design. Brachg Indicated Is to prevent txickling of hdvldu l truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' Is always regr/red for stability and to prevent collapse wtih posstie personal Injury and property damage. For general guidance regarding the fabrication.storage.cleiNery,erection and tracing of tnuses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information avdable from truss Plate Institute,218 N.tee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T8732496 10007T0 J21 CORNER JACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:00 2016 Page 1 ID:DzLi?nN52NO9EHIv-dgJ1lylhhD-FgSk5wGPCWgPVfiATa51RPOGmEhOqk7LT1v119zAzo9 -1-4-0 0-10-15 1 1-4-0 I 0-10-15 Scale=1:6.1 3 3.00112 • 2 N / 1 N ca, , p 0 1 d 1 NN O 4 3x4= 0-10-15 0-10-15 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 I Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 I i Vert(TL) 0.00 5 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 I Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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=-88(LC 8),4=-i7(LC 1) Max Gray 3=11(LC 8),2=175(LC 1),4=18(LC B) 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.Opst;h=25ft;B=451t;L=24ft;eave=4f1;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 psi bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 3,88 lb uplift al joint 2 `,,,� �I�' and 17 lb uplift at joint 4. ``oft p s1 A. ASB,,�� �•` •`Z` ..'ow\G ENS •-9i/,°•1 No 39380 . :: • ' am'" , r .: -et : , .a •: GA1V••• ?• , ies ?C . 's •� ��N A�� � Thomas A.Albanl PE No.39380 M1Tek USA,Inc.FL Ceti 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE 1445.7473 rev.10/03/2015 BEFORE USE. fil1 Desltji valid for use only with MITeirS connectors.this design B based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer roust 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 Inksy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tosses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Inslttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732497,, 10007T0 J23 CORNER JACK 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:00 2016 Page 1 I D:Dzli?nN52NO9E Hlv_dgJ 11 ylhhD-FgSk5wG PC W gPVfiATa51 RPOGmEgDgk7LT1 v 119zAzo9 -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:8.6 3 0 3.00112 8 Ig N C 2 N C% ^ N O O^ 1 1( a 4 3x4= 2-10-15 I 2-10-15 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell 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 0.06 Vert(TL) -0.01 4-7 >999 180 BOLL 0.0 • Rep Stress Incl YES WB 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 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=65/Mechanical,2=213/0-5-8,4=30/Mechanical Max Horz 2=38(LC 8) Max Uplift 3=-19(LC 8),2=-73(LC 8) 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=l30mph(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 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 20.0psf 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 19 lb uplift at joint 3 and 73 lb uplift at ,♦ 0111 11 s t" �� joint 2. ``♦ %%%P • q( ,, • :: '` * N., ENSF '• •2• „ 1: No 39380 w -O. est • T• -dir- '44/•ONA• "Iliii� ♦♦s' Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI57473 rev.1003/2015 BEFORE USE. MN Design valid for use only with Mileld5 connectors.ills design Is trued only upon poramolers shown,and Is tor an hdlvktxtl building component,not a truss system.Belpre use,the bulking designer must verily the applicability of design parameters and properly Incorporate Ibis 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 Mi Ire k” Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatricatkm.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crtierla,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street,Suite 312,Atexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina 18732498 10007T0 J31 CORNER JACK j 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:01 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-j 1061GH I zgyG7oGMOHcGzdwLte_SZBNUihebHczAzo8 -1-4-0 0-10-15 1-4-0 0-10-15 6.00 FIT Scale=1:19.5 3 3x4 II I� 2 '1 Id ro N a e� 1111 N N 5 4 3x4 I I 0-10-15 0-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 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=-55/Mechanical,4=-2/Mechanical Max Horz 5=101(LC 12) Max Uplift 5=-40(LC 10),3=-58(LC 19),4.127(LC 12) Max Gray 5=209(LC 19),3=27(LC 10),4=81(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=4511;L=24ft;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 20.0psf 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. ,`/1111111/1] 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 5,58 lb uplift at joint 3 `,0%`A PS A. q e t', and 127 lb uplift at joint 4. -tt No 39380 • • i . • '.��;�S•4 O A ,0•; �`�,� ,e''�is��N A1-1�.0%- 'sit t 1111111 , Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MC-7473 rev.10/03/2015 BEFORE USE. Design valid for use only wIlh Mlrek 5 connectors.ibis design Is based only upon parameters shown,and Is for an Individual building component.not ' a truss system.Before use,the balking designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulking design. Brachg Indicated Is to prevent buckling of Ind iAdual truss web and/or chord members only. Additional temporary and permanent bracing ' MiWek Is always required for stability and to prevent collapse wtih possble personal injury and property damage. For general guidance regarding the Icixk:atbn,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avc lable from-truss Plate institute,218 N.Lee Street,Suite 312,Nexcndrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ' Catalina T8732499 10007T0 J33 CORNER JACK 2 1 I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:01 2016 Page 1 I D:DzLi?nN52N09E HIv_dgJ 11 ylhhD-j 1061GH 1 zgyG7oGMOHcGzdwFAex5ZBNUihebHczAzo8 -1-4-0 2-10-15 I 1-4-0 2-10-15 Scale=1:24.4 3 6.00 12 Iq� 6 4x5 i I 2 PP Al 1 d a rn N ►oi ►1 5 a 4x5 II 2-10-15 2-10-15 i Plate Offsets(X,Y)-- [2:0-2-8,0-1-121,15:0-2-8,0-0-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.12 3 n/a rVa 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 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=129(LC 12) Max Uplift 5=-7(LC 8),3=-62(LC 12),4=-36(LC 12) Max Gray 5=221(LC 1),3=70(LC 17),4=51(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=25ft B=451t;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 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)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. _.1%11111111/11. 4)Refer to girder(s)for truss to truss connections. 0%11 s A. /�I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 5,62 lb uplift at joint 3 ``• *A Ade �je and 36 lb uplift at joint 4. ,... .r�••\G E N s••.'94,1, ' No 39380 r` ,i4,/`, /ON. % 0"i r'0 <'i•4oR %V..' • "ilitiut�� Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.l(W3/2015 BEFORE USE. lit Design valid for use only with MilekID connectors.This design Is based only upon pcxamelers shown.and Is for an individual bolding component,not a truss system.Before use,the braking designer must verily the applicability of design paromreters and properly hccaporate this design Into the overall buleIng design. Qachg indicated Is to prevent buckling of indlvkival 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 Irtlray and property damage. For general gradmce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdktble from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 rJob I Truss Truss Type Oty Ply Catalina I T8732500 10007T0 J35 CORNER JACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:02 2016 Page 1 ID:DzLi?nN52NO9EHly dqJ11 ylhhD-BDaWclf k846kyrYa?7V W gTT22EwtedexKO8g2zAzo7 -1-4-0 4-10-15 1-4-0 I 4-10-15 Scale=1:29.2 3 6.00112 1d 7 4x5 II 6 2 Oa /, dN i II )H 1 ET/ gra 5 4 5x10 MT20HS II 4-10-15 4-10-15 Plate Offsets(X,Y)-- 12:0-2-8,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.07 4-5 >766 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.08 4-5 >716 180 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.28 3 n/a n/a BCDL 10.0 i Code FBC2014/TPI2007 i Matrix-MS Weight:21 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=158(LC 12) Max Uplift 3=-81(LC 12),4=-17(LC 12) Max Gray 5=291(LC 1),3=126(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=5.0psh h=25ft;B=45ft;L=24tt;eave=4th 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;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,0%1111 ii!��/I' will fit between the bottom chord and any other members. ,`.0% KS A. q itj, 5)Refer to girder(s)for truss to truss connections. `�` n I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 17 Ib uplift at `,����.•\G E N S•.v'9A�1j, joint 4. • ••N' F l�, No 39380 • i • r '0 •� 0A1V..* • ',,10/5�0NA X00 Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 • . mi. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekS connectors.This design Is txased only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the(applicability of design parameters and properly Incorporate this design into the overall bulking design. Placing indicated Is to prevent buckling of Indlvkl ual 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. lot general guidance regarding the Parke East BNd. fabrication,storage,delivery,erection and bracing of trusses and truss6904 Component systems,SeeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Compont 6904 P.Parks 33610 Safety Information avaaable from Bras Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Oty Ply Catalina T8732501 10007T0 J41 CORNER JACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:02 2016 Page 1 ID:DzLi?nN52N09E Hlv_dgJ 11 ylhhD-BDaVVc11k846kyrYa?7V W gTal2LOledexKO8g2zAzo7 -1-4-0 0-10-15 1-4-0 i 0-10-15 Scale=1:9.1 3 6.0012 , d v 2 I — I N ill 1 :i el 1 , 1 1 11114 6 3x6 I 4 2 5 0-7-12 0.10-15 1 0-7-12 i 0-3-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 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=-59/Mechanical,4=-181/Mechanical,5=389/0-3-8 Max Horz 5=55(LC 12) Max Uplift 3=-59(LC 1),4=-181(LC 1),5=-163(LC 12) Max Gray 3=28(LC 12),4=64(LC 12),5=389(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical 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. ,.00%s:11111/114 ', 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 3,181 lb uplift at joint 4 and 163 lb uplift at joint 5. ♦♦♦ O1P Ake .iI, • No 39380 �: 3Y%�' .< OR10, •' �::::. �i'.SS/0NAk- C ss%% -iiil1tlitt‘p' Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII 7473 rev.10032015 BEFORE USE Design valid for use only with Mllokrs connectors.Ibis design Is based only upon parameters shown.and Is for an hdiv dual building component.not a truss system.Before use.the betiding designer must verity the applicability of design parameters and properly Incaxpaxale this design Into the overall 11111 building design. Bracing Indicated Is to prevent budding o1Individual Inas web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal Inksy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdable from Truss Flab institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732502 10007T0 J43 CORNER JACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:03 2016 Page 1 I D:DzLi?nN52NO9E HIv_dqJ 11 ylhhD-fP81jyJ HVRCzM6Q18iek3201FRi_15tn9_7hMUzAzo6 -1-4-0 2-10-15 i 1-4-0 2-10-15 Scale=1:14.1 3 , - L 6.00 12 7 riN ri M N 2 d : 6 rm. 4 5 3x8 11 0-4-4 2-10-15 1 0-4-4 2-6-11 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 0.15 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ind' YES WB 0.00 Horz(TL) -0.01 3 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 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) 3=51/Mechanical,4=-1/Mechanical,5=254/0-3-8 Max Horz 5=84(LC 12) Max Uplift 3=-26(LC 12),4=-15(LC 9),5=-93(LC 12) Max Gray 3=51(LC 1),4-36(LC 3),5=254(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=lolmph;TCDL=5.0psh BCDL=5.0ps1;h=25ft;B=451t;L=241t;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 2-10-3 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 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. ,,'1111111/1i 4 Refer to er(s) truss to truss ons. 5)Provide meehanicalrconnection(byot hers)ttof truss to bearingplate capable of withstanding26 lb uplift at 3,15 lb uplift at joint 4 ``•oN•_01111111/1i. ' A Ade pie, ) P P jointP 1 and 93 lb uplift at joint 5. ♦ �'��•••. • • \'�G E NSF ••�ji� • No 39380 • * a. • - -O • • • • T • Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7073 rev.1003/2015 BEFORE USE. mit Design valkl for use only with Mileke)connectors.Ibis design is based only upon parameters shown.and Is for an Individual bulding component.not a truss system.Before use.the bulling designer must verity the applicability of design paaneters 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 to stability and to prevent collapse with possible personal Injury and property damage. fa 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. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 - — Job 1 Truss !Truss Type tQty Ply Catalina T8732503 10007T0 J45 I CORNER JACK 2 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:03 2016 Page 1 ID:DzLi?nN52NO9EHly dgJlIylhhD-t P8tjyJHVRCzM6QIBiek320jgRg815tn9_7hMUzAzo6 -1-4-0 4.10.15 1 1-4-0 4-10-15 Scale=1:19.0 3 i . 6.00 m B co N 6 6 N 7 2 AiPP i II 6 U 4 5 3x8 I 10.4-41 4-10-15 I 0.4-4 4-6-11 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 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) -0.03 3 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 4-10-15 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. (Ib/size) 3=114/Mechanical,4=37/Mechanical,5=315/0-3-8 Max Horz 5=112(LC 12) Max Uplift 3=-54(LC 12),4=-26(LC 9),5=-106(LC 12) Max Gray 3=114(LC 1),4=79(LC 3),5=315(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-257/161 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;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 4-10-3 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 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,' I ll will fit between the bottom chord and any other members. ,`��� S A, ,,11 4)Refer to girder(s)for truss to truss connections. �� �P` A( �j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 3,26 lb uplift at joint 4 ,,s,%e •.�G E•N d'•e-72. and 106 lb uplift at joint 5. : ••��- F�'.• • / No 39380 :'O •,'•• SSS< OA10•• \„• • /el, /IONAt os- Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.11/03/2015 BEFORE USE mit l)esran valid for use only with MI Ieky connectors.this design Is based only upon parameters shown,and Is for an Indivkiud[puking component,not a truss system.Before rise,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulling design. Bracing Indicated B 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 callopse with possible personal Infray and property damage. For general guidance regarding the rabdcotkrn.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avalable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanga.FL 33610 Job 'Truss Truss Type Oty Ply Catalina T8732504 10007T0 J51 [CORNER JACK 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:04 2016 Page 1 I D:DzLi?nN52N09E Hlv_dqJ 11 ylhhD-7ciFwlJvGIKq_G?xiQ9zbFYxgr3rmY6xOetFuxzAzoS •1.4.0 0-10-15 I ' 1-4-0 0-10-15 Scale=1:8.5 3 , 6.00 ,2 , g 2 1 I I I co ,I -41 4 3x4= 0-10-15 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 0.11 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 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: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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=2/Mechanical,2=175/0-5-8,4=-26/Mechanical Max Horz 2=42(LC 12) Max Uplift 3=-4(LC 9),2=77(LC 12),4=-26(LC 1) Max Gray 3=4(LC 17),2=175(LC 1),4=23(LC 12) 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=4511 L=24lt;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 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 4 lb uplift at joint 3,77 lb uplift at joint 2 ,`1�i ig, and 26 lb uplift at joint 4. `,,�0,A PS• A•q��e,••, �,&.••• •';GEN F ••2� No 39380 = / — • ----7"' '7.33,_.(-_--i" • e _ T• . • ;Iv: w • /''sS'6NA1- -..\•• �siiit" Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. id" . Design valid for use only with MITeliss connectors.This design Is based only upon pcxametefs shown,and Is for 0-i Individual building component,not a truss system.Before use,the building designer must verify the applicadtity of design yammerers 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. Addltkmd temporary and permanent txacing MiTek" Is always required for stability and to prevent collapse with possible personal l 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/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 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 T8732505 10007T0 T01 HIP GIRDER 1 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:05 2016 Page 1 I D:DzLi?nN52NO9E HIv_dqJ 11 ylhhD-coGd8eKX I3ShbQa7F7gC8T55?FMIV?t4dldoQNzAzo4 -1-4-0 3-0-0 4-7-0 7-7-0 8-11-0 1-4-0 I 3-0-0 I 1-7-0 3-0-0 1-4-0 Scale=1:19.3 NAILED Special 4x5= 4x5= 4 5 6.00 12 4x5 i 46 4.5 3 � N 7 20. _ rd7 B 0 1 _ d 10 9 2x4 II 2x4 II Special Special 3x8 I 3x8 11 0-4-4 3-0-0 4-7-0 7-2-12 7-7-0 0-4-4' 2-7-12 1-7-0 f 2-7-12 '0-4-4{ Plate Offsets(X,Y)-- (2:0-4-7.0-2-7),17:0-4-7.0-2-71 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 10 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:41 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 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=359/0-3-8,7=351/0-3-8 Max Horz 2=-36(LC 30) Max Uplift 2=-203(LC 8),7=-210(LC 8) 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.Opsf;BCDL=5.Opsf;h=25lt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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 psi bottom chord live load nonconcurrent with any other live loads. 0011111tH" 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 ��t S A. iiia will fit between the bottom chord and any other members. ��•• M?' -146, I p 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint 2 and 210 lb uplift at ,% NeO • G E•N -.94,', joint 7, � k •••V\ S6'••• / °i 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)130 lb down and 143 lb up at No 39.380 •. I. 4-7-0 on top chord,and 48 lb down and 68 lb up at 3-0-0,and 48 lb down and 68 lb up at 4-6-4 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). =-p ‘------- -�-� .Is r. LOAD CASE(S) Standard i`�',r T• :�: - ,rL K/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �••.� f � Uniform Loads(plf) Vert:1-4=•60,4-5=-60,5-8=-60,11-17=-20 i���ss,�0 N Al.-E'I\�, Concentrated Loads(Ib) I11•1111111110- _ Vert:5=37(B)10=10(B)9=10(B) Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milord)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the ovordl building design. Bracing indicated Is to prevent budding of IndNi dual 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 Inlay and properly damage. For general guidance regarding the fatrk:atkn,storage,delivery,erection and bracNc of trusses and tnas systems,seeANSI/TPI 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.Nexandrla-VA 22314. Tampa.FL 33610 !Job Truss Truss Type Oty Ply Catalina T8732506 110007TO102 Common it 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:06 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dqJ l 1 ylhhD-4_q?L_L9oMaYDa9KpgCRggeH4fj4ESvEsyMLzpzAzo3 3-9-87.7.0 I 3-9-8 1 3-9-8 Scale=1:18.6 4x5 z-- 3 3 6.00 19 ., 20 1 -� 4x5 i I 4 4x5 6 2 rJ 010 411•114/Ar5 1 11 lib 1 In II 6 ►' 2x4 II __ 3x8 1 3x8 I 10.4.4 3-9-8 I 7-2-12 17.7.0 0-4.4' 3-5-4 3-5-4 0-4.4 Plate Offsets(X,Y)-- (1:0-3-0,0-2-111,(5:0-4-15.0-2-11( LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 rVa hila BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:34 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 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=303/0.3.8,5=303/0-3-8 Max Horz 1=31(LC 11) Max Uplift 1=-109(LC 12),5=-109(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-229/285,3-5=-229/285 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=451t;L=24ft;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 3-9-8,Exterior(2)3-9-8 to 6-10-10 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 111111111/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��� cJ A ///// 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 ,� OgP Ade /��, will fit between the bottom chord and any other members. •N�se ••G E N • '9 i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 1 and 109 lb uplift at �� '' ••0 `Se. ..1 . #. joint 5. No 39380 A • f � _l.., °i'itittSItit 9.:;4.6 9N"RA"‘‘....9..CL:"X..%.:CfS '11111111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1 Ill' Design valid for use only with Mllck®connectors.this design Is based only upon parameters shown,and Is for on individual bolding component not a truss system.&:tae use.the building designer must verily the appticabllty of design parameters and properly incorporate this design krto the overall 1 budding design. llrackng Indicated is to prevent buckling of IndNkkral truss web and/or chord members only.Additional temporary and permanent bracing ; Niel( Is always required 101 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of bassos and truss systems,seOAN51/TPI I Quality Criteria.DSB-89 and SCSI Building Component 1, 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 72314. Tampa,FL 33610 I Job I Truss Truss Type Oty Ply Catalina T8732507 110007T0 T03 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:07 2016 Page 1 ID:DzLi?nN 52NO9E HIv_dgJ 11 ylhhD-YBNOZKMoZgiPrjkW NYjgDuASr34GzvPN4c6vVFzAzo2 -1-4-0 6-5-8 I 12-11-0 14-3-0 i 1-4-0 6-5-8 6.5.8 1-4-0 Scale=1:26.2 5x8= 7 6 6 • i i 9 21 5 -1 22 3x4 \\ 4 10 3x4// 6.00'12 L 11111 3 I — li12 - 2 I I o 211 _' 8 B ©I 13 d ) - d .. .�.•.:•..•.❖.•..❖..❖.•.•.•.•.•.•..❖.•.❖.•.•.•.•.•.•..❖..•.•.•.•.•.•....❖.•.•.•.•.•.•.•...❖.•.•.•......❖.•.•.•.•.•o...•.•.•.•.•.❖..•.❖.•.❖.•.•.•.❖.•.•.•.❖:❖.: 3x8 20 19 18 17 16 15 14 axe II 12-11-0 l 12-11-0 Plate Offsets(X,Y)-- 12:0-3-8,Edge),17:0-4-0,0-2-4],112:03-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 13 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.01 13 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 12 n/a rUa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:81 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. 2-7,7-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 • REACTIONS. All bearings 12-11-0. (Ib)- Max Horz 2=58(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,12,18,19,20,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,19,20,16,15,14 FORCES. (lb)-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=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-13 to 1-7-3,Exterior(2)1-7-3 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 `oo i llI I I1iii Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. ,`%1 S A. i,/t 4)All plates are 2x4 MT20 unless otherwise indicated. �• Ot.AP' ASB �i�� 5)Gable requires continuous bottom chord bearing. `%*`•e••••\C•E N d•• '92 ,� 6)Gable studs spaced at 1-4-0 oc. , k �. F•'•• / • 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 wideN O 39380 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)2,12,18,19,20, _ - • 16,15,14. —0; .-- • rt - 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,12. �. • •T, _E ,I • ��(� K/ z ��''��S�� NM- "'II''"EC�,�• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Puke East Blvd.Tampa FL 33610 Date: May 31,2016 1 we Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with Mllek49 connectors.Ills design is based only upon parameters shown.and Is for as individual balding component-not a truss system.Before use.the bulking designer must verify the applicability of design',ammeters and property incorporate:this design Into the overall balding design. Brachg 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lPil Quality Cetorla,DSB-89 and BCSI BuldIng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexander VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732508 10007T0 T04 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:08 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-ONxmmf NQK_gGSWixFEvm5j W wSFIIAH WJGrS t izAzo 1 -1-4.0i 1-0-0 I 4-2-8 I 9-8-0 15-1-8 18-4-0 19-4-0 I 20-8-0 I 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 4x10 5 01111114. NAILED 10x16 M186N5 i crdyJ 6.00 12 6x8= 10x16 M18SHS* 6x8 3 6 NAILED 2 �, link! 8 gr 4 01.1414111--ii `r� �� w _ ��wR 9III� Id 15 14 13 12 11 10 Z 3x8 i 4x5= 4x10= 4x6 4x5= Special 3x8 II Special 1-0-0 4-2-8 9-8-0 15-1-8 18-4-0 19-4-0 ' 1-0-0 i 3-2-8 I 5.5.8 5-5-8 3-2-8 1-0-0 Plate Offsets(X,Y)-- [2:0-4-2,0-1-111,[3:0-3-4,0-2-4),[4:0-4-12,0-3-01,[5:0-5-0,0-1-41,[6:0.4-12,0-3-0),[7:0-3-4,0-2-41,[8:0-4-2,0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.29 11-13 >800 180 M18SHS 244/190 ill BCLL 0.0 ' Rep Stress Inc( NO WB 0.82 Horz(TL) 0.03 8 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 2=823/0-5-8,8=823/0-5-8 Max Horz 2=-64(LC 6) Max Uplift 2=-128(LC 8),8=-128(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1073/104,3-4=-977/94,4-5=-1284/154,5-6=-1284/154,6-7=-977/94, 7-8=-1073/104 BOT CHORD 2-15=-45/895,14-15=-205/2387,13-14=-217/2413,11-13=-217/2413,10-11=-205/2387, 8-10=-45/895 WEBS 3-15=-36/518,4-15=-1471/162,4-13=-1327/174,5-13=-17/739,6-13=-1327/174, 6-10=-1471/162,7-10=-36/518 NOTES- 1) OTES ,01011111///is dered for 2)Wind:ASCEanced roof live loads have been 7-10;Vult=ll30mph(3-second igust)Vasd=10 mph;TCDL=5.Opsf;BCDL=5.0psl;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ���,s design. ,o,-.. ° ......... -E••j�q�eq�'.. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 .7 '' ••\,� `S$' •.•4. ., 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. • No 39380 •• __ l 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • -`1 ,_ �_ 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. -p. • : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'T• • - 2=128,8=128. —Q--r1 •• j Z. 8)"NAILED"indicates 3-l0d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ,.� .,„1 .• 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)24 lb down and 33 lb up at le 0 A 1 •` \ 1-0-0,and 24 lb down and 33 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s)is the lei ss.•••••••••�`\,•%` responsibility of others. �I///0 N At..11`��� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban)PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Ven:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,7-9=-60,16-19=-20 May 31,2016 I _ mil 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 my.10(03/2015 BEFORE USE ' Design valid for use only with MilekS connectors.Ills design Is based only upon parameters shown.and Is for cn individual holding component not a truss system.Before use.the building designer(rust veiny the applicability of design parameters arid 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 for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the lubrication,storage-delivery,erection and bracing of trusses and tr ss systems.saeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexanxdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732508 1 10007T0 104 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:08 2016 Page 2 ID:DzLi?nN52NO9EHIv-dgJ1 lylhhD-ONxmm1NOK_gGStJixFEvm5jWwSFIiAHWJGrS1izAzol LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=30(B)7=30(B) V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 108.7473 rev.10103/1015 BEFORE USE. mutmutDesign valid for use only with Mliekn connectors.Ills design Is biased only upon parameters shown,and is for an individual to/dg component,not a truss system.Before use,the building designer rrrust verify the apXlk:aWity 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.Additional krnpxrary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukkmce regarding the fabrication,storage.delivery,erection on d bracing of trusses and truss systems,seeANSI/TPI I Quality CriterIa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 Catalina T8732509 10007T0 T05 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:09 2016 Page 1 ID:DzLi?nN52NO9EHIv-dgJl lylhhD-UZV8z?N24Hz741uvUz181JGIWseKRIWgYwbOZ8zAzo0 3-0-0 6-2-8 9-8-0 13-1-8 16.4-0 19-4-0 3-0-0 3-2-8 i 3-5-8 I 3-5-8 3-2-8 3-0-0 ' Scale=1:33.5 4x10= 5 23 6x8 6.00 FT6x8 3 22 4x5 i1111111111-..-- ASK 11.11, 1 �� >� 4x5 2 B 1 ` 9 N r0 j.� 0 0 14 ] 0 !a 13 12 11 10 3x8 I: 3x8 I I 4x5= 4x10= 4x5= 3-0-0 9-8-0 16-4-0 19-4-0 3-0-0 i 6-8-0 6-8-0 i 3-0-0 Plate Offsets(X,Y)-- 11:0-2-8,0-2-7],13:0-3-4,0-2-4j,14:0-3-12,0-3-41,15:0-5-0,0-1-4],16:0-3-12,0-3-41,17:0-3-4,0-2-4],19:0.4-7,0-2-71 LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL- in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.06 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.31 I Horz(TL) 0.05 9 rVa r✓a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 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 1-6-0,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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1165/265,3-4=-1018/256,4-5=-1210/284,5-6=-1210/284,6-7=-1018/256, 7-9=-1165/265 BOT CHORD 1-13=-191/987,12-13=-346/1619,10-12=-341/1619,9-10=-189/987 WEBS 3-13=-42/430,4-13=-717/182,4-12=-662/216,5-12=-144/815,6-12=-662/217, 6-10=-717/182,7-10=-43/430 NOTES- 1)Unbalanced roof live loads have been considered for this design. 001111111/11 Wind:ASCE 0; nd gust) 2)II;Exp B;Encl.,lGCpi=0.18;MWFRS(directional)al)and C-C Exterior(2)0-0-0 to 6-2-8,Interior(1)6-2-8 to 9-8-0,Extentor(2)9-8-0 to Cat. •N 0‘''‘.k p„01 c A• q� -,,,• 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 s% �O ••G E N B,9 „i, DOL=1.60 .� k ..•�.0 i'• /4„1, t• 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. • No 393.80 S 1: 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 • _QE. will fit between the bottom chord and any other members. _ — w 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9. -fl; • 1;04, _____:„..._ _ .. ,, ,,,:. -, c,- ••- 0R ,V.S .\ %• C? . Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE. mg Design wild for use only with Nelda)connectors.Ms design Is based only upon parameters shown,and is for an ksdlvdud building component,not a truss system.Before use,the building designer must verify the applicability of design paanneters and properly Incorporate this design into tlx:overall banding design. Bracing indicated Is to prevent buckling of Indlvkktd truss web and/or chord members only. Additional temporary and permanent txacfrng Milek 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/lPt 1 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,Nexaxfrd,VA 22314. Tarrpa.FL 33610 -, [Job Truss Truss Type IQty Ply Catalina T8732510 1 10007T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:10 2016 Page 1 I D:DzLi?nN52N09EHlvdgJ 11 ylhhD-ym3W BLOgrb5_i BS52gGNrW osYGz4ACkpm8KZ6azAzo? 1.11.0l 5.0.0 8-2-8 9-8-0 11-1-8 i 14-4-0 18-9-0 ' 1-11-0 3-1-0 3-2-8 1-5-8 1-5-8 3-2-8 4-5-0 Scale=1:33.1 4x10=- 6x8 6x8 7x10= 5 6.0077x10= 6x8 3 6 2x4 II „.... 6x8 s - i 11” ' 4 Sill 22 5x6 MIK II 6 cS j1? i � -�. 1 13 12 11 10 14 4x5= 4x10= 4x10= 3x6 4x5= 4x10 Il 5-0-0 9-8-0 14-4-0 18-9-0 l I 5-0-0 l 4-8-0 i 4-8-0 4-5.0 Plate Onsets(X,Y)-- 12:0-3-12,0-3-41,13:0-3.4,0-2-41.15:0-5-0,0-1-41,17:0-3-4,0-2-41.19:0-7-7,0-0-61 T LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lord) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.14 10-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-2 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 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 14=744/0-5-8,9=744/Mechanical Max Horz 14=-44(LC 10) Max Uplift 14=-83(LC 12),9=81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1053/238,3-4=-928/241,4-5=-1073/276,5-6=-1076/281,6-7=-837/235, 7-9=-998/239 BOT CHORD 13-14=-189/808,12-13=-214/1137,10-12.212/1116,9-10=-148/823 WEBS 2-14=-1011/265,3-13=-14/275,4-13=-291/89,4-12=-420/138,5-12=-200/821, 6-12=-372/133,6-10=-389/87,7-10=-15/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. �.1111111/ii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat. •�0 ��� 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 5-0-0,Exterior(2)5-0-0 .s _kPS in, AZ ei� to 11-1-8,Interior(1)11.1-8 to 18.9.0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ����,•;GENS;• •"9 '.� grip DOL=1.60 .. ••N. Cc•'•• / . 3)Provide adequate drainage to prevent water ponding. • • NO 39380 • 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. =-0; _/ I'•.' — • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,9. r�cp�"T, ' F Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 P imi o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ii. Design valid for use only with tvtltek8a connectors.This design Is based only upon pcxameters shown,and is for an Individual building component,not a truss system.Before use.the building designer taunt verify the arX.ilcablity o1 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 merntxirs only.Additional temporary and permanent bracing MiTek* k always requked to stability and to prevent collapse wilts possible personal Injury and property damage. For general gunkdcnce regadin g the fabrication.storage.delivery,erection and tracing of trusses and truss systems,soeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. • Safety Information avaN(ire Born truss Plate knsthute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732511 10007T0 T07 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:10 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11ylhhD-ym3WBLOgrb5 iBS52gGNrWorJG._hABtpmaKZ6azAzo? 3.6-8 } 6-7-8 12-8-8 I 18-9-0 3-6-8 3-1-0 6.1.0 6-0-8 Scale:318'=1' 6x8 7x10 6.00 12 3 16 4 - jjiIIIIIIIIIIII 2x4 I I 6x8-.7.01111141111 1 7 L N 5.6 4 5 4 6 16 WU 11lNIIIIIIIIIIIIIIIIIIIIIO61PMMII 41111114111; • NM « I ® 9 8 7 10 4x5= 4x10= 3x6= 4x12 II 2x4 II 6-7-8I 12-8-8 I 18-9-0 I 6.7.8 6-1-0 6-0-8 Plate Offsets(X,Y)-- 12:0-3-12,0-3-4],13:0-3-4,0-2-41,14:0.4-4,0-2-01,16:0-8-15,Edge] i LOADING(pst) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 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 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 10=744/0-5-8,6=744/Mechanical Max Horz 10=-43(LC 12) Max Uplift 10=102(LC 8),6=-79(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1002/225,3-4=-875/230,4-6=-998/227 BOT CHORD 9-10=-172/897,7-9.122/822,6-7=-124/819 WEBS 2-10=-1043/264 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=oft 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 ' I I I��� to 15-8-8,Interior(1)15-8-8 to 18-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 0•to? S A, 1I grip DOL=1.60 •‘ 0‘‘P. O�.(�P` A(9 1,,i 3)Provide adequate drainage to prevent water ponding. •N •2` •'G•E N '9A- 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� k v Sr ••.4jj 1, 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. • No 39380 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)6 except(jt=lb) 10=102. -0 s , <N61e_ .Q 4N.. G .�`%� illisitI Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 , lin, Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 row.10/03/2015 BEFORE USE. Design valid for use only with Ml iek8 connectors.this design B based only upon parameters shown.and Is for an hdlvklud building component,not a truss system.Before use,the building designer must verify the appiicablity of design parameters and property Incorporate this 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 ! M Tek Is always required for stability and to prevent collapse with possible 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.see.ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlable from less Plate institute,218 N.lee Street,Suite 312.Alexandria,VA 27314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732502 10007T0 J43 CORNER JACK 2 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:03 2016 Page 1 I D:DzLi?nN52NO9E HIv_dqJ 11 ylhhD-fP81jyJ HVRCzM6Q18iek3201FRi_15tn9_7hMUzAzo6 -1-4-0 2-10-15 i 1-4-0 2-10-15 Scale=1:14.1 3 , - L 6.00 12 7 riN ri M N 2 d : 6 rm. 4 5 3x8 11 0-4-4 2-10-15 1 0-4-4 2-6-11 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 0.15 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Ind' YES WB 0.00 Horz(TL) -0.01 3 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 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) 3=51/Mechanical,4=-1/Mechanical,5=254/0-3-8 Max Horz 5=84(LC 12) Max Uplift 3=-26(LC 12),4=-15(LC 9),5=-93(LC 12) Max Gray 3=51(LC 1),4-36(LC 3),5=254(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=lolmph;TCDL=5.0psh BCDL=5.0ps1;h=25ft;B=451t;L=241t;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 2-10-3 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 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. ,,'1111111/1i 4 Refer to er(s) truss to truss ons. 5)Provide meehanicalrconnection(byot hers)ttof truss to bearingplate capable of withstanding26 lb uplift at 3,15 lb uplift at joint 4 ``•oN•_01111111/1i. ' A Ade pie, ) P P jointP 1 and 93 lb uplift at joint 5. ♦ �'��•••. • • \'�G E NSF ••�ji� • No 39380 • * a. • - -O • • • • T • Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7073 rev.1003/2015 BEFORE USE. mit Design valkl for use only with Mileke)connectors.Ibis design is based only upon parameters shown.and Is for an Individual bulding component.not a truss system.Before use.the bulling designer must verity the applicability of design paaneters 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 to stability and to prevent collapse with possible personal Injury and property damage. fa 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. Safely Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 - — Job 1 Truss !Truss Type tQty Ply Catalina T8732503 10007T0 J45 I CORNER JACK 2 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:03 2016 Page 1 ID:DzLi?nN52NO9EHly dgJlIylhhD-t P8tjyJHVRCzM6QIBiek320jgRg815tn9_7hMUzAzo6 -1-4-0 4.10.15 1 1-4-0 4-10-15 Scale=1:19.0 3 i . 6.00 m B co N 6 6 N 7 2 AiPP i II 6 U 4 5 3x8 I 10.4-41 4-10-15 I 0.4-4 4-6-11 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 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) -0.03 3 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 4-10-15 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. (Ib/size) 3=114/Mechanical,4=37/Mechanical,5=315/0-3-8 Max Horz 5=112(LC 12) Max Uplift 3=-54(LC 12),4=-26(LC 9),5=-106(LC 12) Max Gray 3=114(LC 1),4=79(LC 3),5=315(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-257/161 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;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 4-10-3 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 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,' I ll will fit between the bottom chord and any other members. ,`��� S A, ,,11 4)Refer to girder(s)for truss to truss connections. �� �P` A( �j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 lb uplift at joint 3,26 lb uplift at joint 4 ,,s,%e •.�G E•N d'•e-72. and 106 lb uplift at joint 5. : ••��- F�'.• • / No 39380 :'O •,'•• SSS< OA10•• \„• • /el, /IONAt os- Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.11/03/2015 BEFORE USE mit l)esran valid for use only with MI Ieky connectors.this design Is based only upon parameters shown,and Is for an Indivkiud[puking component,not a truss system.Before rise,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulling design. Bracing Indicated B 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 callopse with possible personal Infray and property damage. For general guidance regarding the rabdcotkrn.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avalable from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanga.FL 33610 Job 'Truss Truss Type Oty Ply Catalina T8732504 10007T0 J51 [CORNER JACK 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:04 2016 Page 1 I D:DzLi?nN52N09E Hlv_dqJ 11 ylhhD-7ciFwlJvGIKq_G?xiQ9zbFYxgr3rmY6xOetFuxzAzoS •1.4.0 0-10-15 I ' 1-4-0 0-10-15 Scale=1:8.5 3 , 6.00 ,2 , g 2 1 I I I co ,I -41 4 3x4= 0-10-15 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 0.11 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 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: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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=2/Mechanical,2=175/0-5-8,4=-26/Mechanical Max Horz 2=42(LC 12) Max Uplift 3=-4(LC 9),2=77(LC 12),4=-26(LC 1) Max Gray 3=4(LC 17),2=175(LC 1),4=23(LC 12) 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=4511 L=24lt;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 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 4 lb uplift at joint 3,77 lb uplift at joint 2 ,`1�i ig, and 26 lb uplift at joint 4. `,,�0,A PS• A•q��e,••, �,&.••• •';GEN F ••2� No 39380 = / — • ----7"' '7.33,_.(-_--i" • e _ T• . • ;Iv: w • /''sS'6NA1- -..\•• �siiit" Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. id" . Design valid for use only with MITeliss connectors.This design Is based only upon pcxametefs shown,and Is for 0-i Individual building component,not a truss system.Before use,the building designer must verify the applicadtity of design yammerers 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. Addltkmd temporary and permanent txacing MiTek" Is always required for stability and to prevent collapse with possible personal l 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/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 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 T8732505 10007T0 T01 HIP GIRDER 1 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:05 2016 Page 1 I D:DzLi?nN52NO9E HIv_dqJ 11 ylhhD-coGd8eKX I3ShbQa7F7gC8T55?FMIV?t4dldoQNzAzo4 -1-4-0 3-0-0 4-7-0 7-7-0 8-11-0 1-4-0 I 3-0-0 I 1-7-0 3-0-0 1-4-0 Scale=1:19.3 NAILED Special 4x5= 4x5= 4 5 6.00 12 4x5 i 46 4.5 3 � N 7 20. _ rd7 B 0 1 _ d 10 9 2x4 II 2x4 II Special Special 3x8 I 3x8 11 0-4-4 3-0-0 4-7-0 7-2-12 7-7-0 0-4-4' 2-7-12 1-7-0 f 2-7-12 '0-4-4{ Plate Offsets(X,Y)-- (2:0-4-7.0-2-7),17:0-4-7.0-2-71 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 10 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:41 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 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=359/0-3-8,7=351/0-3-8 Max Horz 2=-36(LC 30) Max Uplift 2=-203(LC 8),7=-210(LC 8) 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.Opsf;BCDL=5.Opsf;h=25lt;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(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 psi bottom chord live load nonconcurrent with any other live loads. 0011111tH" 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 ��t S A. iiia will fit between the bottom chord and any other members. ��•• M?' -146, I p 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint 2 and 210 lb uplift at ,% NeO • G E•N -.94,', joint 7, � k •••V\ S6'••• / °i 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)130 lb down and 143 lb up at No 39.380 •. I. 4-7-0 on top chord,and 48 lb down and 68 lb up at 3-0-0,and 48 lb down and 68 lb up at 4-6-4 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). =-p ‘------- -�-� .Is r. LOAD CASE(S) Standard i`�',r T• :�: - ,rL K/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �••.� f � Uniform Loads(plf) Vert:1-4=•60,4-5=-60,5-8=-60,11-17=-20 i���ss,�0 N Al.-E'I\�, Concentrated Loads(Ib) I11•1111111110- _ Vert:5=37(B)10=10(B)9=10(B) Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milord)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the ovordl building design. Bracing indicated Is to prevent budding of IndNi dual 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 Inlay and properly damage. For general guidance regarding the fatrk:atkn,storage,delivery,erection and bracNc of trusses and tnas systems,seeANSI/TPI 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.Nexandrla-VA 22314. Tampa.FL 33610 !Job Truss Truss Type Oty Ply Catalina T8732506 110007TO102 Common it 1 Job Reference(optional) • Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:06 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dqJ l 1 ylhhD-4_q?L_L9oMaYDa9KpgCRggeH4fj4ESvEsyMLzpzAzo3 3-9-87.7.0 I 3-9-8 1 3-9-8 Scale=1:18.6 4x5 z-- 3 3 6.00 19 ., 20 1 -� 4x5 i I 4 4x5 6 2 rJ 010 411•114/Ar5 1 11 lib 1 In II 6 ►' 2x4 II __ 3x8 1 3x8 I 10.4.4 3-9-8 I 7-2-12 17.7.0 0-4.4' 3-5-4 3-5-4 0-4.4 Plate Offsets(X,Y)-- (1:0-3-0,0-2-111,(5:0-4-15.0-2-11( LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 rVa hila BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:34 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 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=303/0.3.8,5=303/0-3-8 Max Horz 1=31(LC 11) Max Uplift 1=-109(LC 12),5=-109(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-229/285,3-5=-229/285 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=451t;L=24ft;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 3-9-8,Exterior(2)3-9-8 to 6-10-10 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 111111111/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`��� cJ A ///// 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 ,� OgP Ade /��, will fit between the bottom chord and any other members. •N�se ••G E N • '9 i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 1 and 109 lb uplift at �� '' ••0 `Se. ..1 . #. joint 5. No 39380 A • f � _l.., °i'itittSItit 9.:;4.6 9N"RA"‘‘....9..CL:"X..%.:CfS '11111111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1 Ill' Design valid for use only with Mllck®connectors.this design Is based only upon parameters shown,and Is for on individual bolding component not a truss system.&:tae use.the building designer must verily the appticabllty of design parameters and properly incorporate this design krto the overall 1 budding design. llrackng Indicated is to prevent buckling of IndNkkral truss web and/or chord members only.Additional temporary and permanent bracing ; Niel( Is always required 101 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of bassos and truss systems,seOAN51/TPI I Quality Criteria.DSB-89 and SCSI Building Component 1, 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 72314. Tampa,FL 33610 I Job I Truss Truss Type Oty Ply Catalina T8732507 110007T0 T03 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:07 2016 Page 1 ID:DzLi?nN 52NO9E HIv_dgJ 11 ylhhD-YBNOZKMoZgiPrjkW NYjgDuASr34GzvPN4c6vVFzAzo2 -1-4-0 6-5-8 I 12-11-0 14-3-0 i 1-4-0 6-5-8 6.5.8 1-4-0 Scale=1:26.2 5x8= 7 6 6 • i i 9 21 5 -1 22 3x4 \\ 4 10 3x4// 6.00'12 L 11111 3 I — li12 - 2 I I o 211 _' 8 B ©I 13 d ) - d .. .�.•.:•..•.❖.•..❖..❖.•.•.•.•.•.•..❖.•.❖.•.•.•.•.•.•..❖..•.•.•.•.•.•....❖.•.•.•.•.•.•.•...❖.•.•.•......❖.•.•.•.•.•o...•.•.•.•.•.❖..•.❖.•.❖.•.•.•.❖.•.•.•.❖:❖.: 3x8 20 19 18 17 16 15 14 axe II 12-11-0 l 12-11-0 Plate Offsets(X,Y)-- 12:0-3-8,Edge),17:0-4-0,0-2-4],112:03-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 13 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.01 13 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 12 n/a rUa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:81 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. 2-7,7-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 • REACTIONS. All bearings 12-11-0. (Ib)- Max Horz 2=58(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,12,18,19,20,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,19,20,16,15,14 FORCES. (lb)-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=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-4-13 to 1-7-3,Exterior(2)1-7-3 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 `oo i llI I I1iii Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. ,`%1 S A. i,/t 4)All plates are 2x4 MT20 unless otherwise indicated. �• Ot.AP' ASB �i�� 5)Gable requires continuous bottom chord bearing. `%*`•e••••\C•E N d•• '92 ,� 6)Gable studs spaced at 1-4-0 oc. , k �. F•'•• / • 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 wideN O 39380 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)2,12,18,19,20, _ - • 16,15,14. —0; .-- • rt - 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,12. �. • •T, _E ,I • ��(� K/ z ��''��S�� NM- "'II''"EC�,�• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Puke East Blvd.Tampa FL 33610 Date: May 31,2016 1 we Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with Mllek49 connectors.Ills design is based only upon parameters shown.and Is for as individual balding component-not a truss system.Before use.the bulking designer must verify the applicability of design',ammeters and property incorporate:this design Into the overall balding design. Brachg 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lPil Quality Cetorla,DSB-89 and BCSI BuldIng Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexander VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732508 10007T0 T04 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:08 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-ONxmmf NQK_gGSWixFEvm5j W wSFIIAH WJGrS t izAzo 1 -1-4.0i 1-0-0 I 4-2-8 I 9-8-0 15-1-8 18-4-0 19-4-0 I 20-8-0 I 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 4x10 5 01111114. NAILED 10x16 M186N5 i crdyJ 6.00 12 6x8= 10x16 M18SHS* 6x8 3 6 NAILED 2 �, link! 8 gr 4 01.1414111--ii `r� �� w _ ��wR 9III� Id 15 14 13 12 11 10 Z 3x8 i 4x5= 4x10= 4x6 4x5= Special 3x8 II Special 1-0-0 4-2-8 9-8-0 15-1-8 18-4-0 19-4-0 ' 1-0-0 i 3-2-8 I 5.5.8 5-5-8 3-2-8 1-0-0 Plate Offsets(X,Y)-- [2:0-4-2,0-1-111,[3:0-3-4,0-2-4),[4:0-4-12,0-3-01,[5:0-5-0,0-1-41,[6:0.4-12,0-3-0),[7:0-3-4,0-2-41,[8:0-4-2,0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.29 11-13 >800 180 M18SHS 244/190 ill BCLL 0.0 ' Rep Stress Inc( NO WB 0.82 Horz(TL) 0.03 8 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 2=823/0-5-8,8=823/0-5-8 Max Horz 2=-64(LC 6) Max Uplift 2=-128(LC 8),8=-128(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1073/104,3-4=-977/94,4-5=-1284/154,5-6=-1284/154,6-7=-977/94, 7-8=-1073/104 BOT CHORD 2-15=-45/895,14-15=-205/2387,13-14=-217/2413,11-13=-217/2413,10-11=-205/2387, 8-10=-45/895 WEBS 3-15=-36/518,4-15=-1471/162,4-13=-1327/174,5-13=-17/739,6-13=-1327/174, 6-10=-1471/162,7-10=-36/518 NOTES- 1) OTES ,01011111///is dered for 2)Wind:ASCEanced roof live loads have been 7-10;Vult=ll30mph(3-second igust)Vasd=10 mph;TCDL=5.Opsf;BCDL=5.0psl;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ���,s design. ,o,-.. ° ......... -E••j�q�eq�'.. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 .7 '' ••\,� `S$' •.•4. ., 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. • No 39380 •• __ l 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • -`1 ,_ �_ 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. -p. • : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'T• • - 2=128,8=128. —Q--r1 •• j Z. 8)"NAILED"indicates 3-l0d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ,.� .,„1 .• 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)24 lb down and 33 lb up at le 0 A 1 •` \ 1-0-0,and 24 lb down and 33 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s)is the lei ss.•••••••••�`\,•%` responsibility of others. �I///0 N At..11`��� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban)PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Ven:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,7-9=-60,16-19=-20 May 31,2016 I _ mil 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 my.10(03/2015 BEFORE USE ' Design valid for use only with MilekS connectors.Ills design Is based only upon parameters shown.and Is for cn individual holding component not a truss system.Before use.the building designer(rust veiny the applicability of design parameters arid 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 for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the lubrication,storage-delivery,erection and bracing of trusses and tr ss systems.saeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexanxdrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732508 1 10007T0 104 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:08 2016 Page 2 ID:DzLi?nN52NO9EHIv-dgJ1 lylhhD-ONxmm1NOK_gGStJixFEvm5jWwSFIiAHWJGrS1izAzol LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=30(B)7=30(B) V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 108.7473 rev.10103/1015 BEFORE USE. mutmutDesign valid for use only with Mliekn connectors.Ills design Is biased only upon parameters shown,and is for an individual to/dg component,not a truss system.Before use,the building designer rrrust verify the apXlk:aWity 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.Additional krnpxrary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gukkmce regarding the fabrication,storage.delivery,erection on d bracing of trusses and truss systems,seeANSI/TPI I Quality CriterIa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 Catalina T8732509 10007T0 T05 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:09 2016 Page 1 ID:DzLi?nN52NO9EHIv-dgJl lylhhD-UZV8z?N24Hz741uvUz181JGIWseKRIWgYwbOZ8zAzo0 3-0-0 6-2-8 9-8-0 13-1-8 16.4-0 19-4-0 3-0-0 3-2-8 i 3-5-8 I 3-5-8 3-2-8 3-0-0 ' Scale=1:33.5 4x10= 5 23 6x8 6.00 FT6x8 3 22 4x5 i1111111111-..-- ASK 11.11, 1 �� >� 4x5 2 B 1 ` 9 N r0 j.� 0 0 14 ] 0 !a 13 12 11 10 3x8 I: 3x8 I I 4x5= 4x10= 4x5= 3-0-0 9-8-0 16-4-0 19-4-0 3-0-0 i 6-8-0 6-8-0 i 3-0-0 Plate Offsets(X,Y)-- 11:0-2-8,0-2-7],13:0-3-4,0-2-4j,14:0-3-12,0-3-41,15:0-5-0,0-1-4],16:0-3-12,0-3-41,17:0-3-4,0-2-4],19:0.4-7,0-2-71 LOADING(psf) SPACING- 2-0-0 ! CSI. DEFL- in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.06 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.31 I Horz(TL) 0.05 9 rVa r✓a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 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 1-6-0,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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1165/265,3-4=-1018/256,4-5=-1210/284,5-6=-1210/284,6-7=-1018/256, 7-9=-1165/265 BOT CHORD 1-13=-191/987,12-13=-346/1619,10-12=-341/1619,9-10=-189/987 WEBS 3-13=-42/430,4-13=-717/182,4-12=-662/216,5-12=-144/815,6-12=-662/217, 6-10=-717/182,7-10=-43/430 NOTES- 1)Unbalanced roof live loads have been considered for this design. 001111111/11 Wind:ASCE 0; nd gust) 2)II;Exp B;Encl.,lGCpi=0.18;MWFRS(directional)al)and C-C Exterior(2)0-0-0 to 6-2-8,Interior(1)6-2-8 to 9-8-0,Extentor(2)9-8-0 to Cat. •N 0‘''‘.k p„01 c A• q� -,,,• 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 s% �O ••G E N B,9 „i, DOL=1.60 .� k ..•�.0 i'• /4„1, t• 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. • No 393.80 S 1: 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 • _QE. will fit between the bottom chord and any other members. _ — w 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9. -fl; • 1;04, _____:„..._ _ .. ,, ,,,:. -, c,- ••- 0R ,V.S .\ %• C? . Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE. mg Design wild for use only with Nelda)connectors.Ms design Is based only upon parameters shown,and is for an ksdlvdud building component,not a truss system.Before use,the building designer must verify the applicability of design paanneters and properly Incorporate this design into tlx:overall banding design. Bracing indicated Is to prevent buckling of Indlvkktd truss web and/or chord members only. Additional temporary and permanent txacfrng Milek 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/lPt 1 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,Nexaxfrd,VA 22314. Tarrpa.FL 33610 -, [Job Truss Truss Type IQty Ply Catalina T8732510 1 10007T0 T06 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:10 2016 Page 1 I D:DzLi?nN52N09EHlvdgJ 11 ylhhD-ym3W BLOgrb5_i BS52gGNrW osYGz4ACkpm8KZ6azAzo? 1.11.0l 5.0.0 8-2-8 9-8-0 11-1-8 i 14-4-0 18-9-0 ' 1-11-0 3-1-0 3-2-8 1-5-8 1-5-8 3-2-8 4-5-0 Scale=1:33.1 4x10=- 6x8 6x8 7x10= 5 6.0077x10= 6x8 3 6 2x4 II „.... 6x8 s - i 11” ' 4 Sill 22 5x6 MIK II 6 cS j1? i � -�. 1 13 12 11 10 14 4x5= 4x10= 4x10= 3x6 4x5= 4x10 Il 5-0-0 9-8-0 14-4-0 18-9-0 l I 5-0-0 l 4-8-0 i 4-8-0 4-5.0 Plate Onsets(X,Y)-- 12:0-3-12,0-3-41,13:0-3.4,0-2-41.15:0-5-0,0-1-41,17:0-3-4,0-2-41.19:0-7-7,0-0-61 T LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lord) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.14 10-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.31 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-2 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 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 14=744/0-5-8,9=744/Mechanical Max Horz 14=-44(LC 10) Max Uplift 14=-83(LC 12),9=81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1053/238,3-4=-928/241,4-5=-1073/276,5-6=-1076/281,6-7=-837/235, 7-9=-998/239 BOT CHORD 13-14=-189/808,12-13=-214/1137,10-12.212/1116,9-10=-148/823 WEBS 2-14=-1011/265,3-13=-14/275,4-13=-291/89,4-12=-420/138,5-12=-200/821, 6-12=-372/133,6-10=-389/87,7-10=-15/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. �.1111111/ii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat. •�0 ��� 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 5-0-0,Exterior(2)5-0-0 .s _kPS in, AZ ei� to 11-1-8,Interior(1)11.1-8 to 18.9.0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ����,•;GENS;• •"9 '.� grip DOL=1.60 .. ••N. Cc•'•• / . 3)Provide adequate drainage to prevent water ponding. • • NO 39380 • 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. =-0; _/ I'•.' — • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,9. r�cp�"T, ' F Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 P imi o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ii. Design valid for use only with tvtltek8a connectors.This design Is based only upon pcxameters shown,and is for an Individual building component,not a truss system.Before use.the building designer taunt verify the arX.ilcablity o1 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 merntxirs only.Additional temporary and permanent bracing MiTek* k always requked to stability and to prevent collapse wilts possible personal Injury and property damage. For general gunkdcnce regadin g the fabrication.storage.delivery,erection and tracing of trusses and truss systems,soeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. • Safety Information avaN(ire Born truss Plate knsthute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732511 10007T0 T07 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:10 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11ylhhD-ym3WBLOgrb5 iBS52gGNrWorJG._hABtpmaKZ6azAzo? 3.6-8 } 6-7-8 12-8-8 I 18-9-0 3-6-8 3-1-0 6.1.0 6-0-8 Scale:318'=1' 6x8 7x10 6.00 12 3 16 4 - jjiIIIIIIIIIIII 2x4 I I 6x8-.7.01111141111 1 7 L N 5.6 4 5 4 6 16 WU 11lNIIIIIIIIIIIIIIIIIIIIIO61PMMII 41111114111; • NM « I ® 9 8 7 10 4x5= 4x10= 3x6= 4x12 II 2x4 II 6-7-8I 12-8-8 I 18-9-0 I 6.7.8 6-1-0 6-0-8 Plate Offsets(X,Y)-- 12:0-3-12,0-3-4],13:0-3-4,0-2-41,14:0.4-4,0-2-01,16:0-8-15,Edge] i LOADING(pst) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 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 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 10=744/0-5-8,6=744/Mechanical Max Horz 10=-43(LC 12) Max Uplift 10=102(LC 8),6=-79(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1002/225,3-4=-875/230,4-6=-998/227 BOT CHORD 9-10=-172/897,7-9.122/822,6-7=-124/819 WEBS 2-10=-1043/264 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=oft 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 ' I I I��� to 15-8-8,Interior(1)15-8-8 to 18-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 0•to? S A, 1I grip DOL=1.60 •‘ 0‘‘P. O�.(�P` A(9 1,,i 3)Provide adequate drainage to prevent water ponding. •N •2` •'G•E N '9A- 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� k v Sr ••.4jj 1, 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. • No 39380 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)6 except(jt=lb) 10=102. -0 s , <N61e_ .Q 4N.. G .�`%� illisitI Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 , lin, Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 row.10/03/2015 BEFORE USE. Design valid for use only with Ml iek8 connectors.this design B based only upon parameters shown.and Is for an hdlvklud building component,not a truss system.Before use,the building designer must verify the appiicablity of design parameters and property Incorporate this 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 ! M Tek Is always required for stability and to prevent collapse with possible 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.see.ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlable from less Plate institute,218 N.lee Street,Suite 312.Alexandria,VA 27314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T8732512 10007T0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:11 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJ11ylhhD-OyduOhPlcvDrJL1 HcOncNkLl RglfvMLZ?E46e1zAzo_ 1-6-8 4-7-8 9.8.0I 14-8-8 18-9-0 I 1-6-8 3-1-0 5-0-8 5-0-8 4-0-8 Scale:3/8'=1' 7x10 6.00[122x4 I 7x10 3 17 18 4 19 20 5 i4411 21 2x4 II 6x8 5x6 6 ar n ah A7 co 7 I E0 11 10 9 8 14x5_ 4x5_ 4x10= 3x6 2x4 II 4x12 II 4-7-8 9.8.014-8-8 I 18.9.0 4-7-8 I 5-0-8 5-0-8 4-0-8 Plate Offsets(X,Y)-- [2:0-3-12,0-3-41,[3:0-4-4,0-2-01,[5:0-4-4,0-2-01,17:0-8-15,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.15 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES � WB 0.22 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-7 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. SLIDER Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 12=744/0-5-8,7=744/Mechanical Max Horz 12=-30(LC 10) Max Uplift 12.94(LC 8),7=-81(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1072/232,3-4=-1308/309,4-5=-1308/309,5-7=-1004/231 BOT CHORD 11-12=-167/750,10-11.-153/936,8-10=-143/832,7-8=-146/832 WEBS 2-12=-978/252,3-10=-114/473,4-10=-358/159,5-10=-121/589 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=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-6-8,Interior(1)1-6-8 to 4.7-8,Exterior(2)4-7-8 to ,,�1I I I11:/i, 17-8-8,Interior(1)17-8-8 to 18-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ��� ��, DOL=1.60 `�•S`�PS A. A�eiii, 3)Provide adequate drainage to prevent water ponding. •% •O G E N -9 '. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� k .. ,\ S '"..' . 1* 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. N O 39380 s 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)12,7. _ ; 1,,,„:„.._._ . _ _.... , _ .. 4... - . T, E • ' ..441:: : „. ..... lel,:O N Al. "0 its Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1(09320/5 BEFORE USE. IIII• Design valid tor use only with Wek&connectors.tHs design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer(rust verily tire appilcabUly of design parameters and properly Incorporate this design info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary abracing permanent MiTek_ Is always required for stability and to prevent collapse with possible 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/TPI1 Quality Criteria,055-89 and SCSI Building Component Safely Information avalkrble from truss Plate Instihde,218 N.lee Street.Suite 312,Nexarxiria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I(Hy Ply Catalina T8732513 10007T0 T09 Roof Special Girder 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:12 2016 Page 1 I D:DzLi?nN52N09E Hlv_dgJ 11 ylhhD-u8BGc 1 OwNC LixVcTASlrwxt7F4aNe 1 m6Eupf9TzAznz I 2-7-8 I 7-4-8 12-1-8 14-5-0 18-9-0 2-7-8 4-9.0 4-9-0 2-3-8 4-4-0 Scale:318•=1' 4x10= 6 NAILED • 8x12•:-.--- 3 2x4 I 7x10= v� 6.00 12 10 3 NAILED NAILED 4 NAILED (] gill (l 11 Sx6 4x5 iSIL 1'L 2 t 24 LS 7 2 ` 8 N 1 1' a • • lO n�nr rnn1 t_�__ K12 26 2711 28 29 10 9 3x8 II 2x4 NAILED 4x10 NAILED 3x8 MT2OHS= 4x5= 4x12 I NAILED NAILED NAILED NAILED I 2-7-8 I 7-4-8 I 14-5-0 18-9-0 2-7-8 4-9-0 7-0-8 4-4-0 Plate Onsets(X,Y)-- [1:0-2-8,0-2-7113:0-5-3,Edge],[6:0-5-0,0-1-41,18:0-8-11,0-0-6] LOADING(pst) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.17 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.48 9-11 >470 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10:2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=828/0-5-8,8=833/Mechanical Max Horz 1=39(LC 7) Max Uplift 1=-123(LC 4),8=-113(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1218/220,3-4=-2346/460,4-5=-2346/460,5-6=-1137/183,6-8=-1183/179 BOT CHORD 1-12=-172/1042,11-12=-167/1036,9-11=-334/2035,8-9=-113/978 WEBS 3-11=-286/1401,4-11=-321/158,5-11=-108/390,5-9=-1345/289,6-9=-131/936 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=25ft;B=45ft;L=24ft;eave=4lt Cat. .01111111/1, II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,,O S A. ,I,. 3)Provide adequate drainage to prevent water ponding. % oP` q( ,j 4)All plates are MT20 plates unless otherwise indicated. ,.%••��.• ........ • e-9��0� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� • N, F 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. No 39380 •_. _•� 7)Refer to girder(s)for truss to truss connections. * ,, 7- 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb) _ - • 1=123,8=113. "fl•• • e : 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. ,> T /„ 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). --Q-r �� �•AJC`/' • LOAD CASE(S) Standard �� �5' O R �• �``G?�, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 e�. S� •'••• . `, Uniform Loads(pit) iii"11111111110"N A'+,`O Vert:1-3=-60,3-5=-60,5-6=-60,6-8=-60,13-17=-20 Concentrated Loads(Ib) Thomas A.Albani PE No.39380 Vert:12=2(B)26=1(B)27=1(B)28=1(B)29=-166(8) MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE muil Design valkl for use only with Mltek0 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 applicabllN of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent truckling of IrxiNkiu l Inns web and/or chord members only.Additional temporary and permanent tracing MiTek Is always required for stabiny and to prevent collapse with possible personal Injury and property damage. for general guldcnce regarding the fabrk:atkn,storage,delivery,erection and bracing or tnisses and Inns systems.seeANSI/TPtI Quality Criteria,D5849 and BCSI Building Component 6004 Parke East Blvd. Safety Information available from'Truss Plate Institute,218 N.lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina • T8732514 10007T0 T10 Jack-Closed Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:13 2016 Page 1 ' I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-NLIfpNOYBW TZZeBgjpg4T9OUmT2aNcBFTYZChvzAzny 2-7-8 • I2-7-8 I l Scale=1:13.4 2x4 1 3 1 - 6.00 ril 2 N h 1 ���` O 1 .1.1172 .11 5 ,= JUS24 MO 3x6_ 6 4 6x6= 2-7-8 2-7-8 Plate Offsets(X,Y)-- 16:0-3-0,0-5-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 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 Ina NO WB 0.01 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i 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=351/0-5-8,5=186/Mechanical Max Horz 6=35(LC 8) Max Uplift 6=-27(LC 8),5=-41(LC 8) 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=5.0psh h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,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.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)6,5. ,,111111 i i 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 ,�%1� S A. ,viii back face of bottom chord. ••J.-,.` A4.e �j�, 7)Fill all nail holes where hanger is in contact with lumber. ��� •'G E•N 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). :.• •••\.- `SF••..14,Zj '. •LOAD CASE(S) StandardNo 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) • --...... Vert:1-2=-60,2-3=-20,4-6=-20 El—p. _— . s • Concentrated Loads(Ib) 7. T, (� Vert7=350(B) i_"^ l" • � • .,�t',S/ONA� ,`,,� stt • Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 • • 6904 Parke East Blvd.Tampa FL 33610 • Date: May 31,2016 • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. — Design vdld for use only with Mltekl:connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the twlkfrng designer roust verify thea 4)1k:4)111y o1 design parameters and properly kncortorate this design Into the overall building design. lvochg Indicated is to prevent trickling of kuAvkl amembers truss web and/or chordmembers only. Additional temporary and permanent tracing is always required for and to prevent collapse with possible.le personal injury and property damage. for general guidance regarding the M iTe k fabrication.storage.delivery,erection and bracing oI trusses and truss systems.SeeANSI/IPI I Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety information a vdlable from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Catalina T8732515', 1000710 711 Common 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:14 2016 Page 1 I D:DzLi?nN52NO9E HIv._dgJ 11 ylhhD-rX111 j RBvgbPAomsH W LJ?MzddtRf62bPhCImE LzAznx 4-9-89-1-8 4-9.8 4-4-0 Scale=1:21.8 4x5= 3 6.00 FIT •rIlliki4b.....17 16 ry 4ri x5 i15 18 5x6 2 It 5 N d Itl Ill Mil — O MI iiiil 6 3x8 II 2x4 1 4x10 1 4-9-8i 9-1-8 I 4-9-8 4-4-0 I Plate Offsets(X,V)-- 11:0-2-12,0-1-71.15:0-8-3,0-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:41 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 SF'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 2x8 SF'No.2 1-6-0 REACTIONS. (lb/size) 1=365/Mechanical,5=365/Mechanical Max Horz 1=38(LC 11) Max Uplift 1=-40(LC 12),5=-41(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-376/152,3-5=-396/157 BOT CHORD 1-6=-72/311,5-6=-72/311 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.Opsl;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;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 4-9-8,Exterior(2)4.9.8 to 7-9-8 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. �, A, ,/��� 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 ,.0%.OP ASB ,e�, • will fit between the bottom chord and any other members. ��� ••G E•Nd;;.-T4, ,,, 5) Refer to girder(s)for truss to truss connections. �� k. ••\,� F •• / i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. No 39380 •• ks, •••... ...• .ACcv-./.%. 0''it,,:Si N A� `,�s so Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 , mit 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312016 BEFORE USE. Design valid for use only with Welds connectors.this design is based only upon parameters shown,and Is for an Individual bulli ng component,not a trss system.Before use,the bolding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always reds ked for stability and to prevent collapse with possible personal Inlay y a d property damage. For general guidance dance 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 avalable from Truss Plate I1saNte,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 __ I IJob --�Truss Truss Type Oty Ply Catalina I T8732516'. 110007TO iT12 COMMON 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:14 2016 Page 1 ID:DzLi?nN52NO9EHIv.dgJ11 ylhhD-rX111jRBvgbPAom5HW LJ?MzdgtRo62bPhCImELzAznx -1-4-0 4-11-0 I 9-3-0 I 1-4-0 4-11-0 4-4-0 Scale=1:22.0 4x5= 4 17 6.00 FIT 18 5x6 4x5% 16 5 3 /AtIllikp 6 2 1 a d1 LA 4 7 2x4 I 4x10 II 3x811 4-11-0 [ 9-3-0 I ' 4-11-0 4-4-0 ' Plate Offsets(X,Y)-- [2:0-4-7,0-2-7],[6:0-2-12.0-1-2] i l LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 7-14 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 i Matrix-MS 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 2x6 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 6=364/Mechanical,2=456/0-5-8 Max Horz 2=49(LC 11) Max Uplift 6=-39(LC 12),2=-88(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-397/144,4-6=-394/159 BOT CHORD 2-7=-74/310,6-7=-74/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;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 4-11-0,Exterior(2)4-11.0 to 7-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i it i•i g 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���,,,,S A, �z�/I�, 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 ,�O�P ASB /�� will tit between the bottom chord and any other members. •.' G E N -74,-, 5) Refer to girder(s)for truss to truss connections. �� '" ••V\ `SF•'• / °i 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. No 39380 •• T• • • :41i .•• •. 0R10. •G•,� '�ele, Q N Ag. �G•. • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 ' 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0/03/2015 BEFORE USE. • Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an individual holding component,not NI a truss system.Before use,the building designer must verify the applicability of design ixxarneters and properly Incorporate ihk 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 txac:ing 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,sooANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312.Alexa mirky,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina 78732517 �10007TO IT13 Jack-Open Girder 1 1 i ! Job Reference(optional) Buildingg Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:15 2016 Page 1 1 I D:DzLi?nN52N09EHIv_dgJ 11 ylhhD-JjsPE3Spg7jGoyL2rDsYYaVjeHaMrW rYws2JmozAznw -1-4-0 4-0-0 I 1-4-0 4-0-0 2x4 I Scale=1:10.3 3 3.00 12 2 71 m 1 5x6= 8THD46 4 4.' 2x4 1 4-0-0 i 4-0-0 Plate Offsets(X,Y)-- [2:0-4-15.0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lord) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.05 4-7 >858 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 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 3-1-8 oc bracing. REACTIONS. (lb/size) 4=252/Mechanical,2=341/0-5-8 Max Horz 2=46(LC 4) Max Uplift 4=-18(LC 4),2=-77(LC 4) Max Gray 4=515(LC 12),2=502(LC 2) 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=5.0psh 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 2)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind 0%111111/1 (bal.) 1. (Neg.Iternal)2nd Paralll;#16 Dead+0.75 Roof Lve(ba.)+ ind(Neg.Int)Left);#17 Dead+ .75 Roof Live +n0.75(0.6 MW FRSeW nal(Neg.tut)Right);#181 Deadl+0.705 Root.75(0.6L MWFRS )y+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); ♦♦• II S•;4' 47/e,( j• #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). .%,,Z• G E N '9 ', 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �♦ '�. \ `SF• N. 2j 10 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. N O 39380 S e 5)Refer to girder(s)for truss to truss connections. r* • "' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. _ : +I 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 2-1-12 from the left end to connect truss(es)to =-p . 4. front face of bottom chord. .. T, •.'_1.ii 8)Fill all nail holes where hanger is in contact with lumber. .:•:;-0--‘ 4 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O R ,•• , ,•,` eSN'. •• • AD Standard 1)De d+Roof)Lve(balanced):Lumber Increase=1.25,Plate Increase=1.25 i�l4,s��N A�� � Uniform Loads(pit) Vert:1-3=-60,4-5=-20 Thomas A.Albanl PE No.39380 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:8=-202(F) 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. mi. Design valki for use only with Mitek connectors.This design Is based only upon parameters shown,and is for an Individual i xilding component,not a truss system.Before use,the building designer must verity the appiicab11ty 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 for stability and to prevent coiWpse with possible personal Injury and properly damage. for general guidance regarding the tabmicatbn,storage,delivery-erection and bracing of trusses and truss systems,seeANSl/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avtlktlfe from Truss Plate Institute,218 N.Leo Street,Suite 312.Alexandria,VA22314. Tampa-FL 33610 Job Truss Truss Type i Qty I Ply Catalina T8732518 10007T0 T14 ROOF SPECIAL GIRDER 1 I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:16 2016 Page 1 I D:DzLi?nN52N09E Hlv dqJ 11 ylhhD-nvQnSOTRRRr7Q6wF PxNn4n2rHhwUanJi9W nslEzAznv -1-4-0 4.0.0 7-9-8 11.6.0 } 15-2-8 18-11-0 22-11-0 1-4-0 i 4-0-0 3-9-8 } 3-8-8 3-8-8 3-8-8 4-0-0 Scale=1:40.7 Special NAILED 3.00 12 7x10= NAILED 7x10 4*5= 4x5= 4x5= 4x6= 3 19 20 4 21 225 6 7 8 01 t� FF II w e. m ._(,,c, t q l'"; 6 ►_ 15 23 24 14 13 12 11 10 9 3x6= 2x4 II NAILED 4x12= 3x12 M18SHS= 4x5= 4x6= 2x4 II NAILED NAILED 4x5= JUS24 4-0-0 7-9-8 11-6-0 15-2-8 18-11-022-11.0 I 4-0-0 3-9-8 I 3-8-8 I 3-8-8 3-8-8 4-0-0 Plate Offsets(X,Y)-- [3:0-4-8,0-2-12],[4:0-3-11,0-1-141,17:0-2-0,0-2-0],[8:0-2-12,0-2-0],[10:0-2-12,0-2-0],111:0-2-0,0-2-0],[13:0-5-12,0-1-81,114:0-4-12,0-2-0] T LOADING (psf) ; SPACING- 2-0-0 CSI. DEFL in (hoc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.51 12 >539 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.91 12 >302 180 M18SHS 244/190 BCLL 0.0 • Rep Stress Ina NO WB 0.82 Horz(TL) 0.09 9 n/a n/a BCDL 5.0 I Code FBC2014/TPI2007 Matrix-MS Weight:208 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.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-14,8-10:2x4 SP No.2 REACTIONS. (lb/size) 9=1406/0-5-8,2=1744/0-5-8 Max Horz 2=43(LC 4) Max Uplift 9=-230(LC 5),2=-240(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4798/533,3-4=-7756/923,4-5=-7824/935,5-6=-8354/1141,6-7=-7097/1062, 7-8=-4373/692,8-9=-1341/232 BOT CHORD 2-15=-520/4593,14-15=-527/4595,12-14=-1141/8354,11-12=-1062/7097, 10-11=-692/4373 WEBS 3-14=-458/3436,4-14=-532/140,5-14=-815/482,5-12=-360/83,6-12=-225/1420, 6-11=-720/126,7-11=-385/2829,7-10=-1135/210,8-10=-682/4331 NOTES- 0111 l 11 at/11 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `,�001111111/11, S A, �I�� Top chords connected as follows:2x4-1 row at 0-7-0 oc. �� t•\,- .........` q(e 'j,, Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ���+e•::;"\ E N Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 14-4 2x4-1 row at 0-8-0 oc. �� �,� S .:92j��� 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 i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • N O 39380 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.Opsf;h=25ft;B=4511 L=24ft;eave=4ft;Cat. _- II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 -fl; 5)Provide adequate drainage to prevent water ponding. ..... . T. • - 6)All plates are MT20 plates unless otherwise indicated. � 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ►, 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide le 0 R 1 V., �\`ss will fit between the bottom chord and any other members. ��'1/ SS "" �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) 1// . N A; �% 9=230,2=240. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-9-4 from the left end to connect truss(es)to Thomas A.Alban)PE No.39380 front face of bottom chord. MITek USA,Inc.FL Cart 6634 11)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 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. Date: 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 24 lb up at May 31,2016 7--9--�8ppo��npptop chord.CThe design/selection of such connection device(s)is the responsibility of others. Lk WARNING�lrerlll] 3arametera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.100312015 BEFORE USE. Design valid for use only with Milekf)connectors.Ibis design Is bused only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.Ih a building designer rust verify the applicability of design parameters and properly tncogxxate this design Into the overall t>tidi ng 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 stobtiity and to prevent collapse with possible personal Ivry and property damage. For general guidance regarding the fatrlcatiort 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. Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312.Plexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty T Ply Catalina i T8732518' 10007T0 T14 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:16 2016 Page 2 ID:DzLi?nN52NO9EHIv_dgJ11 ylhhD-nvOnSOTRRRr7Q6wFPxNn4n2rHhwUanJi9WnslEzAznv LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-8=-100,9-16=-10 Concentrated Loads(Ib) Vert:4=-120 15=-42(F)14=-242(F)19=-17(F)20=-17(F)23=-37(F)24=-37(F) Q WARNING•Vsd1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.40-7473 rev.10/03/2015 BEFORE USE. ith• 1 Design valid for use only with Mileka connectors.This design Is based only upon parameters shown.and Is for an indMducii building component.not a truss system.Before use,the[Aiding 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 Injury and property damage. for general guidance regarckrg 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. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexa irks,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T8732519;, 10007T0 T15 ROOF SPECIAL 1 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:17 2016 Page 1 ID:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-F6_9fkU3Clz_1 GV RyeuOd?b3e510J HUrNAXOrgzAznu -1-4-0 2-10-15 5-4-0 7-9-8 11-4-0 15-2-81 18-11-0 22-11-0 I 1-4-0 l 2-10-15 ` 2-5-1 I 2-5-8 3.6.8 3.10-8 3-8-8 4-0-0 Scale=1:41.4 Special 3.00'12 10x14= 3x5= 3 4 4x5= 2x4 I 4x5= 4x5= 1 a 10x14= 21 6 7 8 22 9 • w 20 Y � nw we � O oO .. .. Iq J MM. _.........-..-.....'....... .-.-.-......-...-111 .- I b I IN C E 16 15 1413 12 11 10 3x5= 4x5= 2x4 t1 3x8 MT20HS 4x10= 4x5= 2x4 I 4x5=_- 1 2-10-15 5-4-0 I 7-9-8 11-4-0 15-2-8 18-11-0 22-11-0 { 2-10-15 2-5-1 2-5-8 3-6-8 3-10-8 3-8-8 4-0-0 Plate Offsets(X,V)-- [3:0-6.9,Edge),(4:0-2-0,0-1-8] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.34 14 >811 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.53 14 >518 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.63 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-15:2x4 SP No.2 REACTIONS. (lb/size) 10=872/0-5-8,2=1007/0-5-8 Max Horz 2=46(LC 12) Max Uplift 10=-150(LC 9),2=-165(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2634/436,3-4=-903/153,5-6=-4906/842,6-7=-4277/725,7-8=-42771725, 8.9=-2679/459,9-10=-832/157 BOT CHORD 2-16=442/2507,15-16=-734/4168,14-15=-799/4552,12-14=-842/4906,11-12=-459/2679 WEBS 3-16=-113/756,3-5=-1559/271,5-16=-1889/329,5-14=-226/472,6-12=-651/164, 8-12=-276/1660,8-11=-693/139,9-11=-451/2647 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `,,� 1111/���� To 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. ``�s% oPS A. 4; ,,. 0 Webs connected as follows:2x4-1 row at 0-9-0 oc. �� ••GEN -9 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to �� ��,� `SF••.2j �i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced root live loads have been considered for this design. • NO 39380 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th 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 :: • — +1 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 =-d•• . s 5)Provide adequate drainage to prevent water ponding. ...../3-. - T, 6)All plates are MT20 plates unless otherwise indicated. i` -; — � •.� � 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �. 2 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 "j O A 1 V •`�.,�� will fit between the bottom chord and any other members. ee ss •• ...••• •` �% 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,iii�0 N Al-E��0, 10=150,2=165. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 29 lb up at Thomas A.Albans PE No.39380 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE 1111 Design valid for use only Witt Milokti connectors.this design Is based only upon paarneters shown,and Is for an Individual bolding component,not a truss system.Before use-the Lulling designer must verify the ap ilicabllty of design pxranetets and Properly krcorpoiato this design into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional al temporapermanent and bracing MiTek 6904 Parke East Blvd. B a always moulted for stability and to prevent collapse with pos5bie personal Injury and properly damage. For general gcidance regdng the 1 tobrk:atoRerection storage.delivery- and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Bultding Component Safety Information avdia$rle from buss Hate Institute,218 N.Lee Street,Suite 312.Nexondria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732519 10007T0 T15 ROOF SPECIAL 12 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:17 2016 Page 2 ID:DzLi?nN52NO9E HIv_.dgJ 11 ylhhD-F6_91kU3Clz_1 GVRyeuOd?b3e510JHUrNAXQrgzAznu LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Ven:1-3=-67,3-4=-67,5-9=-67,10-17=-7 Concentrated Loads(Ib) Vert:4=-120 � l Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. IDesign valW for use only with Mllek'f This PORN connectors. s design Is based only upon xrioters shown,and is for an Individual component,building not a truss system.Before use.the txlktng designer must verify the applicaWlty of design parameters and properly hcorporute this design Into the overall building design. Brachg indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MMTek' Is always required for stability and to prevent collapse with possible personal k*sy and property damage. For general guldcnce regarding the • fabrication,storage,delivery,erection and bracing of trusses and Imus 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,AlexgndrIa,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina 18732520 10007T0 T16 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:18 2016 Page 1 ID:DzLi?nN 52N09EHIv_dqJ 11 ylhhD-j IYYs4Uhz25rtQ4d W MPFAC77DUf_2hU?cgGzN7zAznt -1-4-0 3-7-7 6-8-0 7-9-8 11.4.015.2.8 18-11-0 22-11-0 I 1-4-0 3-7-7 3-0-9 1-1-8 3-6-8 3-10-8 3-8-8 4-0-0 Scale=1:41.4 Special 3,00112 7x10= 3x4 I I 4 5 4x5= 4x5= 2x4 I 4x10= 4x10= 3 10x14_ 23 7 8 9 24 10 22 ,r 1 • O N Y 2 1•w ��� Y 18 17 16 1514 13 12 N. 3x6= 2x4 II 3x4 ll 3x12 M18SHS= 4x12= 4x10= 2x4 H. 5x8— 4x5= 3-7-7 6-8-0 11-4-0 15-2-8 18-11-0 22-11-0 I 3-7-7 i 3-0-9 4-8-0 I 3-10-8 I 3-8-8 4-0-0 i Plate Offsets(X,Y)-- (4:0-6-8,Edge),19:0-3-8,0-2-0),112:0-3-8,0-2-01,113:0-4-0,0-2.0) LOADING(psi) SPACING- 1-4-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.61 13-15 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.95 13-15 >288 180 M18SHS 244/190 BCLL 0.0 • Rep Stress[nor NO WB 0.77 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. 5-16,4-17,7-13,10-12:2x4 SP No.2 REACTIONS. (lb/size) 11=872/0-5-8,2=1007/0-5-8 Max Horz 2=60(LC 12) Max Uplift 11=-150(LC 9),2.160(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2570/397,3-4=-2544/414,4-5=-426/61,6-7=-4906/830,7-8=-4248/713, 8-9=-4248/713,9-10=-2683/456,10-11=-830/155 BOT CHORD 2-18=-424/2454,17-18=-424/2454,16-17=-724/4196,15-16=-783/4549,13-15=-830/4906, 12-13=-456/2683 WEBS 4-17=-372/2253,6-17=-2500/426,4-6=-2825/482,6-15=-221/538,7-13=-681/164, 9-13=-270/1626,9-12=-691/138,10-12=-448/2651 NOTES- ►►111111/// 1)Unbalanced roof live loads have been considered for this design. ,``t� S A, /Iii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;8=4511;L=2411;eave=oft;Cat. %s O*A ASB /,e, II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4.7 to 1-7-9,Interior(1)1-7-9 to 22-9-4 zone;C-C for �. ‘• �. Ci•E,N • '9 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ;. k •••�,\ `S�`�•.2j -- 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. NO 39380 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 = : - : r will fit between the bottom chord and any other members. a-0.•J 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) •J—r T, _ 11=150,2=160. —0--• _it.- j 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 29 lb up at .��; O•:..•,, 7-7-12 on top chord. The desigrVselection of such connection device(s)is the responsibility of others. '. O f.1.‘ LOAD CASE(S) Standard _ ',111/1/4;,/ N At- `,�,, 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 -1111111111" Uniform Loads(plf) Thomas A.Albanl PE No.39380 Vert:1-4=-67,4-5=-67,6-10=-67,11.19=-7 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:5=-120 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10M3/20r5 BEFORE USE. Design valid for use only with Milek.)connectors.This design Is based only upon parameters shown,and is for an individual building component,not Mt a truss system.IBelore use,the building designer roust verily the appilcatllly of design parameters and properly Incorporate this design into the overall Guiding design. bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mulek• Is always required for stability and to prevent collapse with possible personal lorry and property damage. fir general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems-seeANSI/TP1l Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information audible from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina 1 T8732521 10007T0 T17 HALF HIP 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:19 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-BU6w4QVJkMDi Hafg43wUiQgInu?7n9T8rUOXVZzAzns -1-4-0 i 4-2-3 7-9-8 11-4-0 I 15-4-4 19-0-12 22-11.0 I 1-4-0 4-2-3 3-7-5 3-6-8 4-0-4 3-8-8 3-10-4 Scale=1:42.2 Special 3.00112 3x4 II 4 4x5 4x5= 2x4 Il 4x5= 4x6= 3 10x14= 21 22 6 7 8 23 9 n 4 20 r � Id .i 1.1 o v2 16 15 1413 12 11 N. 3x6= 4x5= 3x4 II3x12 M18SHS— 4x10= 4x6= 2x4 II 455=- 4-2-3 4-2-3 11-4-0 15-4-4 19-0-12 22-11-0 4-2-3 l 7-1-13 I 4-0-4 3-8-8 3-10-4 Plate Offsets(X,Y)-- 15:0-4-8,Edge],19:0-2-0,0-2-01,111:0-2-0,0-2-0] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.62 12-14 >441 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.97 12-14 >282 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.73 Horz(TL) 0.10 10 rVa rVa ' BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. 4-15,8-12,9-11:2x4 SP No.2 REACTIONS. (lb/size) 10=872/0-5-8,2=1007/0-5-8 Max Horz 2=70(LC 12) Max Uplift 10=-150(LC 9),2.157(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2659/494,3-4=-405/61,5-6=-4903/929,6-7=-4216/771,7-8=-4216/771, 8-9=-2600/474,9-10=-830/164 BOT CHORD 2-16=-536/2539,15-16=-846/4224,14-15=-916/4570,12-14=-929/4903,11-12.474/2600 WEBS 3-16=-69/481,5-16=-1760/324,3-5=-2163/440,5-14=-242/579,6-12=-709/166, 8-12=-309/1679,8.11=-6981148,9-11=-468/2579 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=3.0psf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. `,,".10111111/,11. S A. i, II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 22-9.4 zone;C-C for ``� �P ASB ij, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • .�� ••GEN -7 -o 3)Provide adequate drainage to prevent water ponding. � '� •�\-- `SF•'.?/ �•:, 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. ... oads. NO 39380 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 ---* • ti will fit between the bottom chord and any other members. = : j 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) -fl •; �-- . s 10=150,2=157. . 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 29 lb up at 1-�--,- -T �• j - ..."(4/1� 7-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,'.lv-•-• i , . �� LOA Standard • 1))DeDad A+Rooff)L Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 iii,,s�O N Ak E?- S% Uniform Loads(plf) Vert:1-4=-67,5-9=-67,10-17=-7 Thomas A.Alban'PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:4=-120 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. NH. Design valid for use only with MI IelW connectors.This design Is txrsed only upon parameters shown,and B for an individual building component,not a truss system.Before use,the building designer must verity the appllcc*Ity of design parameters and properly Incorporate this design into the overall bulding design. Bracing Indicated icated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiWek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labrIcatkm-storage-delivery,erection and bracIng of trusses and tnrss systems,seeANSI/lP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrkn VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply Catalina T8732522 1 10007T0 1T18 FLOOR 4 II 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Tue May 31 12:55:19 2016 Page 1 ID:DzLi?nN52NO9EHIv dgJ11ylhhD-BU6w4QVJkMDiHafg43wUiOgTSu3vnHV8rUOXVZzAzns -1-4-0 1-0-12 3-6-12 6-1-0 1-4-0 1-0-12 I 2-6-0 2-6-4 Scale=1:14.1 0.25 12 4x10= 4 3x4= 52x4 II 3.00(12 _ 3 — 2 — 414101„ C 1 . 7 „e 7 6 3X6= 3x4= 3x5= 1-0-12 3.6.12 6-1-0 I 1-0-12 2-6-0 2-6-4 I Plate Offsets(X,Y)-- f3:0-2-8,Edge],14:0-1-12,0-1-81,16:0-2-4,0.1-81,17:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.02 7-10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.04 7-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.21 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 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 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. REACTIONS. (Ib/size) 6=678/Mechanical,2=1645/0-5-8 Max Gray 6=696(LC 4),2=1645(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2833/0,3-4=-1779/0 BOT CHORD 2-7=0/2518,6-7=0/1768 WEBS 4-6=-1834/0,3-7=-766/0 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 ,�,� I ...................... ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �0 S Aii 3)Unbalanced floor live loads have been considered for this design. ,�OMP 4)Refer to girder(s)for truss to truss connections. ,,� ••CENs;;;. 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. %, '� ;•\.,\ � ••�j �• � Strongbacks to be attached to walls at their outer ends or restrained by other means. . - No 39380 LOAD CASE(S) Standard • -- °tk _ , 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - ; Uniform Loads(plf) -•-p; • z Vert:1-3=-160,)3.5=-160,6.8=-10 C., T •..44,:- Concentrated • � Concentrated Loads Ib Vert:3=-1100 i O•'. � • ',1/ t.'/........��ON. 4//11111100 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6411.7473 rev.10/3/2015 BEFORE USE. iiit Design valid for use only with Mltokl(connectors.This design is based only upon parameters shown.and h for cn kslMNcklal Inkling component.not a truss system.Before use.the budding designer must verily tlx:(444k:o)tity of design parameters and properly ix:orpxrate lhB design into the overall building design. Brachg Indicated Is to prevent budding of inclivkkont truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required to stability a d to prevent collapse with possible personal injury and properly damage. lot general guidance regarding the 6904 Parke East BNd. all fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPI l Quality Criteria,DSB-89 and BCSI Building Component Safety Information avcilabie from truss Plate hstttuto,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job I Truss I Truss Type TQty 7 Ply Catalina T8732523 10007T0 T19 FLOOR 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:19 2016 Page 1 I D:DzLi?nN52N09E Hlv_dgJ 11 ylhhD-BU6w4QVJkMDi Hafg43wUIQgR5u44nGS8rUOXVZzAzns -1.4-0l 1-0-12 3-6-12 6-1-0 l 1-4-0 1-0-12 2-6-0 2-6-4 Scale=1:14.1 0.25112 _ 4x10= 4 3x4= 52x4 II 13.001.12 3 vi 2 .---1 —.-^ — s d: 1 7 6 3x6- 3x4= 3x5= 1-0-12 3-6-12 6-1-0 I 1-0-12 I 2-6-0 2-6-4 I Plate Offsets(X,Y)-- 12:0-0.7,0-0-12L 13:0-2-8,Edge),14:0-1-12,0-1-81,16:0-2.4,0-1-81,17:0-2-8,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.04 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014TTPI2007 Matrix-MS Weight:28 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 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=481/Mechanical,2=742/0-5-8 Max Gray 6=499(LC 4),2=742(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-874/0,3-4=-1093/0 BOT CHORD 2-7=0/792,6-7=0/1083 • WEBS 4.6=-1124/0,3-7=0/382 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. g. t `,,,,MPs.1.,.,.I. i 3i,,, No 39380 i I • .-0-''' T 1' .• j•am 1,''l�S/O N Atilt�c' ss• Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mik os connectors.Nis design Is based only upon parameters shown.and Is for ai Individual building component,nol a truss system.Before use,the buBding designer must verity the applkxtrllty of design rxraneters and properly incorporate this design Into the overall buBd ing 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 far stability and to prevent colkpse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/TPI I QuaNty Criteria,058.89 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 ITruss Truss Type Qty Ply Catalina T8732524 10007T0 1T20 HALF HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:20 2016 Page 1 I D:DzLi?nN 52 N 09E Hlv_d gJ 11 yl hhD-f hg l Hm W xVg LZuj DOenSj Fd DU d I N FW f S H4814R?zAznr -1-4-0 7-0-0I 13-11-8 ' 1-4-0 7-0-0 6-11-8 NAILED NAILED 6x8 Scale=1:39.4 NAILED NAILED 5x12= 3 10 11 4 v,.. II -III) EIIM 6.00,, tow- 4x5 0 o O 2 m 1 4x6= 5N 9 0 Q £I nn nr _ N 6 12 13 5 7 4x10- NAILED NAILED 3x4 2x4 II Special NAILED 7-0-0 13-11-8 I 7-0-0 I 6-11-8 Plate Offsets(X,Y)-- 12:0-2-4,0-2-01,13:0-3-4,0-2-41,14:0-3-8,0-3-01,(5:0-2-0,0-0-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.20 5-6 >830 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.10 9 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'Except' TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, 3-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 7=962/0-5-8,9=1191/0-3-8 Max Horz 7=189(LC 8) Max Uplift 7=-301(LC 8),9=-518(LC 8) Max Gray 7=962(LC 1),9=1196(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-910/353,3-4=-727/348,5-8=-14/288,4-8=-14/288,2-7=-904/331 WEBS 3-6=-273/133,4-6=-396/808,2.6=-271/724 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.Opsh BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11111111j$ II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�0 S A, 0���� 3)Provide adequate drainage to prevent water ponding. ,s MP A� i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •N %e%e •••*CEN 6q• -'°, 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 � '� .• �,\ ***••IA 10 will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Bearing at joint(s)9 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify No 39380 � 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=301,9=518. ••-0; _�- e 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. •:141:: 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)360 lb down and 295 lb up at ...I:0'; —J 1� •q/ 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i , , �. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). #••• •••1" 0 R 1'0. G\,�� LOAD CASE(S) Standard _ i�iss,O N A-1-*00 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 111111 Uniform Loads(plf) Thomas A.Albans PE No.39380 Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:3=-122(B)5=-67(B)4=-137(B)6=-317(B)10=-122(B)11=-122(B)12=-60(B)13=-60(B) Date: May 31,2016 • tat 0 WARNING-Vitrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIoIdt connectors.This design a based only upon Ixx<xrreters shown.and Is for an Individual betiding 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 Imes wet>aid/or chord members only.Additkssa temporary and permanent bracing MiTek* Is always required for stability oral to prevent collapse with possible personal Injury and property damage. for general gulch ce regarding the fabrication.storage,delNery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from brass Plate Institute-218 N.tee Street,Suite 312,Alexaxida,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina 1 T8732525 10007T0 1T21 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:21 2016 Page 1 I D:DzLi?nN52NO9EHly dqJ 11 ylhhD-8tEgV6XaGzTO W toCBUzynrlk7iixF9tRIoVd_.RzAznq -1-4-0 , 4-7-12 9-0-0 13-11-8 Ii' 4-7-12 4-4-4 { 4-11-8 I 6x8% 5x12= Scale=1:42.5 4 12 5 O% Olt 1� 6.00 112 4x5 3 I • SSS 4x6= 2x4 I 11rig 2 r` r ■f 4x6= • • 7110 / o N ■ .r r Earl 7 6 8 4x5= 4x10= 2x4 II 9-0-0 13-11-8 9-0-0 4-11-8 Plate Offsets(X,Y)-- [4:0-3-4.0-2-41,15:0.4.8,0-2-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.17 7-8 >947 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.44 7-8 >375 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.35 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 8=640/0-5-8,10=506/0-3-8 Max Horz 8=218(LC 12) Max Uplift 8=-57(LC 12),10=-109(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4.359/71,4-5=-260/100 BOT CHORD 7-8=-224/333 WEBS 5-7=-161/420,3-8=-438/11 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=4511;L=2411;eave=411;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 oe t i I i i i is 13-4-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,��% S A. ��it� DOL=1.60 �%% DSP Ade .,�� 3)Provide adequate drainage to prevent water ponding. SN - E•N S;•• -9 . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � A. �, ��••2j 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 widei will fit between the bottom chord and any other members. • No 39380 •... 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) =32r„.‘"1--* O • e 10=109. T, E • - .4 'e, 6).-/ONA �SS' Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. redi- Design valid for use only with MIeka connectors.this design is based only upon parameters shown,and Is for 0/1 individual holding component,not a truss system.Before use,the bulling 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 aid permanent bracing MiTek Is always requked for stability and to prevent collapse with possible personal hksy and property damage.. For general gukiance regarding the tabrtcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avc l ble from km Nate institute,218 N.Lee Street.Stile 312,Nexandrla VA 22314. Tampa.FL 33610 Job Truss ITruss Type Qty Ply Catalina T8732526 10007T0 T22 HALF HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:22 2016 Page 1 I D:DzLi?nN52N09EHlvdgJ 11 ylhhD-c3n2iSXC 1 HbH81 NOIC UBK2Iyh68j_cRaXSE BW uzAznp -1.4.05-7-4 10-11-0 13-11-8 1-4-0 I 5-7-4 5-3-12 I 3-0-8 6x8= 5x12= Scale=1:47.2 4 5 i1111111,1,8 � i 6.00[12 4x5 i 13 3 •� 4x6= v4x5 i 12 Ndb2 1 �i � �� 4x6=110 0 N- w 174 9 6 7 6 2x4 I 4x5= 4x10= 2x4 I! 0-9-6 5-7-4 10-11-0 I 13-11-8 I 0-0-6 5-6-14 5-3-12 3-0-8 Plate Offsets(X,Y)-- 14:0-3-4,0-2-41,15:0-4-8,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I 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 0.33 Horz(TL) 0.03 11 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:124 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) 9=640/0-4-12,11=506/0-3.8 Max Horz 9=246(LC 12) Max Uplift 9=-42(LC 12),11=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-488/51,3-4=-261/29,2-9=-591/143 BOT CHORD 8-9=-264/157,7-8=-195/375 WEBS 3-7=-304/173,5-7=-200/446,2-8=0/385 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-11-0,Exterior(2)10-11-0 ,�t►►I diff' to 13-4-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `•S‘` S A, .��� DOL=1.60 ``s O�P • Ade iii 3)Provide adequate drainage to prevent water ponding. `` ..>P. • \GEN 8•, 'T •� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :� & , �, 6`.',2j 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. • No 39380 •S 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity 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) --O -- • e _ 11=124. i A Ø . - 1i11,111110 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 ► -- a WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10103.2015 BEFORE USE. - Design valid for rise only with Mileka connectors.This design is based only upon parameters shown.and Is for an hJMduci 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 buckling of Individual tnas 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 gaddnce regarding the Blvd. B E ast fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 690469 P.Parke East B Safety Information avcitable from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job I Truss l Truss Type Qty Ply Catalina T8732527 10007T0 T23 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 81010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:22 2016 Page 1 ID:xrjvKycEyJcDsG Yz1PnSFzB2Nsc3n2iSXC1HbH81NOICUBK21w8665_gRaXSEBWuzAznp -0.7.12 5-4-0 .6-4-8 a7-12 5-4-0 '1-0-8 3x6- Scale=1:58.4 6.00 PIT 5x8= 23 3x4 is 40011.11 I1 4 ■I 4x6= I e N Cr) IIII 4x6= 7 0 4 N 10 4 2x4 II 5 3x4= -0-7,65-4-0 I6-4-8 I da- 5-4-0 1-0.8 Plate Offsets(X,Y)-- [2:0-3.0,0-2-01,[3:0-4-0.0-2-121,15:0-2-0.0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.15 4-5 >478 180 I BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 5=242/0-7-0,7=208/0-3-8 Max Horz 5=75(LC 12) Max Uplift 7=-118(LC 12) Max Gray 5=269(LC 18),7=223(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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25lt;B=45ft;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 5-9-4 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. , 1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,���, cJ A, /��� 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 ,�� t�P Ade /�� will lit between the bottom chord and any other members,with BCDL=10.Opsl. �v .�� •'r'E•N '� 6)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �• k •'.,\ Sk'''•2/ '. capacity of bearing surface. . NO 39380 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. lk;;;C"':47: _,<•"7:::::.---4.--------0' ; iiiiimitio- . Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 , 1 mii, , • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeka connectors.this design is based only upon parameters shown,and is kir an bdwidual building component.not a truss system.Before use.the building designer must verify the applicability licablity of design paxarneters and properly incaxpxxato this design into the overall txiktlrrg design. Bracing indicated Is to prevent budding of IrnAvidual truss web and/or chord members only.Additional temporary and perrnononi txax;frtg MiTek- is always required for stability and to prevent collapse with possible personal Inky and properly damage. For general guidance regarding the to ricalbn.storage.detNery,erection and[racing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Buss Plate Institute.218 N.Lee Street,Site 312,Alexandria,VA 22314. j Tampa.FL 33610 rob Truss Truss Type Qty Ply Catalina 18732528 1000710 124 ;Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:23 2016 Page 1 ID:xrjvKycEyJcDsG_Yz1 PnSFzB2Ns-4GLRwoYgnbj8lBybJv?QsGrA3VWAj7jkm6_k2KzAzno 4-4-8 1 ' 4-4-8 6.00 12 Scale=1:52.4 2 7�- 3x4 1 11: 11 4x6- N . a d� 4x6= V.4 6 O F N a 2x4 Il 3 4 3x4 7,7 -0-7-6 4-11-14 Plate Offsets(X,Y)-- 12:0-4-0.0-1-41,(4:0-2-0,0-0.81 - i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.07 Horz(TL) 0.03 6 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 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. OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 4=161/0-7-0,6=129/0-3-8 Max Horz 4=52(LC 12) Max Uplift 6=-120(LC 12) Max Gray 4=161(LC 1),6=140(LC 17) 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.Opsh 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 3-1-12,Interior(1)3-1-12 to 3-9-4 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 ,,, 1 g will fit between the bottom chord and any other members. `,��_A S A. ,,�� 4)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,s P Ade �j, capacity of bearing surface. � �0".•'G E•N -9 �� 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� •••�,� S�C••.2j �� 6=120. No 39380 7.-o L • , ,T. . • ..•leC``';•4,OR1C). r,; %• e�''iis O N Al.E oss Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 IQ WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE PAN-7473 rev.10/03/2016 BEFORE USE. { Design valid for use only with Mlteka'connectors.Ills design is individualbossed only upon paroeters shown,and Is for an building component,not N a truss system.Before use,the building designer must verify the applicability of design rxxdxnoteus and properly incorporate this design Into the overall txldrrg design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional idnnrxxdxy and permanent bracing MiTek' is always required for stability and to prevent collapse with possL to personal Inkxy and property damage. For general griddarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from leas Plate institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty I Ply 1 Catalina T8732529 1000710 T25 'Roof Special Girder 1 i 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:25 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11y1hhD-OeTBKTa4JCs?V6zQK1uyhwUoJ?qBv_-1 D0Tr7DzAznm 2-11-8 8-1-2 13.2.10I 15-1-8 18-4-6 20-3-8 i 23-5-14 28-7-8 31-7-0 ' 2-11-8 5-1-10 5-1-9 1-10-14 3-2-14 1-11-2 3-2-6 5-1-10 2-11-8 Scale=1:55.0 NAILED 2x4 I I 3x6= 4x10= 2x4 I 1 2 25 3 26 4 5 6 27 7 28 8 29 9 nn � isi WA � i oa. 21 19 I r n rr n7. i it ,, NAILED oS 21 NAILED NAILEDI, NAILED 13 NAILED12 , a 30 31 32 33 34 35 18 36 41 37 42 38 39 40 43 44 24 23 4x10= 17 16 2x4 II 11 10 NAILED 3x6= NAILED NAILED 2x4 II NAILED 3x4 II NAILED 2x4 II NAILED 2x4 I 7x10= 2x4 II NAILED 2x4 I NAILED NAILED NAILED NAILED 2-11-8I 8-1-2 13-2-10 15-1-8 18-4-6 , 20-3-8 i 23-5-14 I 28-7-8 I 31-7-0 2-11-8 5-1-10 5-1-9 1-10-14 3-2-14 ' 1.11.2 3-2-6 5-1-10 2-11-8 Plate Offsets(X,Y)-- [12:0-3-4,0-2-8],122:0-6-0,0-4-0] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.13 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.38 17 >994 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:448 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 2-23,17-19,14-16,8.11:2x4 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. REACTIONS. (lb/size) 24=2828/0-5-8,10=2965/0-5-8 Max Uplift 24=-378(LC 4),10=-407(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-2678/369,1-2=-1670/223,2-3=-3931/500,3.4=-5030/630,4.6=-5030/630, 6-7=-4986/627,7-8=-1679/224,8-9=-1645/219,9-10=-2765/389 BOT CHORD 2-22=-2091/328,21-22=-229/1724,20-21=-500/3931,19-20=-627/4986,15-19.592/4647, 14-15=-453/3595,13-14=-487/3934,12-13=-487/3934,16-17=-35/339,11.12=-35/339, 8-12=-281/120 WEBS 1-22=-412/3089,2-21=-357/2886,3-21=-1255/219,3.20=-189/1446,7-15=-201/1384, 7-13=0/771,7-12=-2931/345,9-12.418/3137,4-20=-305/96,6-15=-345/102 NOTES- ,�.%%11111111 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `�� S A, it. Top chords connected as follows:2x4-1 row at 0-9-0 oc. �_%O_P A<e I�,, Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��%e G E IV '9 Webs connected as follows:2x4-1 row at 0-9-0 oc. �� r� .••�,\ SF•".?j °i 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 - • 39. 0 r. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 38 - 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32ft eave=4ft;Cat. ••__7. 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. :-p __- 5)All plates are 4x5 MT20 unless otherwise indicated. �-. .T, •. : 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .-0-Y ;f' 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 ;-•1\�; c ,i � will fit between the bottom chord and any other members. of `` ; 0 F[ 1V;•/t-,. $ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) Oek9ss�"'••'•.�� r•% • 24=378,1 0=407. l�t��0 N A�+i t0 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. Thomas A.Alban'PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-9=-60,23-24=-20,19-22=-20,12-14=-20,16-17=-20,10-11=-20 May 31,2016 1 f Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03x2015 BEFORE USE. Design valid for use only with MITekS>connectors.this design is based only upon parameters shown,and is tot an Individual building component,not _+ a truss system.Before use,the briding designer roust verify the ctpplicabillty of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of IrxdMdual truss web and/or chord members only. Additional temporary and permanent:nt bracing MiTek I B always required for stabltty and to prevent collapse with possble personal treay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and taus systems.seeANSI/IDI I Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Russ Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA'2314. Tampa.FL 33610 Job Truss Truss Type 1°1Y Ply Catalina �f T8732529• 10007T0 T25 Roof Special Girder 1 2 • ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:25 2016 Page 2 ID:DzLi?nN52NO9EHly_dgJ1lylhhD-OeTBKTa4JC_s?V6zOK1uyhwUoJ?gBv_1DQTr7DzAznm • LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:19=-230(F)20=-195(F)13=-173(F)29=-47(F)30=-230(F)31=-195(F)32=-195(F)33=-195(F)34=-195(F)35=-195(F)36=-230(F)37=-230(F)38=-173(F) 39=-173(F)40=-173(F)43=-230(F)44=-230(F) • • • • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. Design valid for use only with Mlk:k4D connectors.this design is based only upon parameters shown.and is for an Individual txulding component,not a truss system.Before use,the building designer must verify the applicability of design lxraneters and properly Incorporate this design Into the overall biding design. Bracing Indicated B to prevent budding of Indtvklual truss web and/or chord members only. Additional temporary and permanent tracing Malek • Is always required for stability and to prevent coltdnse with possible personal inlay and property damage. For general guidance regarding the lubrication,storage,delivery.erection and bracing of trusses and truss systems,seoANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informalton available horn truss Plate Institute.218 N.lee Street.Suite 312,Nexaxirla.VA 22314. i Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732530 10007T0 T26 Half Hip 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:26 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD-Ur 1 ZYpai4W 6jdehA 1 Y7UuTUojO6wKVAS3CO8zAznI 1.5-8 2.11.8 5-11-8 11-7-8 15-1-8 , 17-3-8 20-3-8 22-11-8 28-7-8 31-7-0 I 1-5-8 I 1.6.0 l 3-0-0 5-8-0 3-6-0 2-2-0 3-0-0 ` 2-8-0 I 5-8-0 2-11-8 i Scale=1:55.5 6.00 RI 8x12 4x5= 4x5= 3x6= 4x5= 4x5= 4x5= 2 326 4 27 5 6 28 7 29 308 9 1 ,� n n r5T----- n n/ I X198 12 _ g. 1i y� 17 16 14 13 212 20 4x5= 3x6_= 4x10= 4x5= 11 10 4x5= 4x5= 4x5= 2-11-8 5-11-8 11-7-8 15-1-8 17-3-8 20-3-8 22-11-8 28-7-8 31-7-0 2-11-8 I 3-0-0 i 5-8-0 3-6-0 I 2-2-0 I 3-0-0 I 2-8-0 I 5-8-0 i 2-11-8 Plate Offsets(X,Y)-- 12:0-5-3,Edge],112:0-5-8,0.4-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.10 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.25 14-16 >999 180 BOLL 0.0 • Rep Stress Ina YES WB 0.71 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:237 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 18-20,22-23,24-25,8-11:2x4 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:10-11. 10-0-0 oc bracing:13-14 REACTIONS. (lb/size) 10=1252/0-5-8,21=1252/0-5-8 Max Horz 21=19(LC 12) Max Uplift 10=-163(LC 9),21=-135(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1137/231,3-4=-1727/321,4-6=-1837/330,6-7=-1837/330,7.8=-1478/260, 8.9=-603/111,9-10=-1216/239,19-21=-1217/258 BOT CHORD 18-19=-88/279,17-18=-91/294,16-17.231/1137,14-16=-321/1727,13-14=-260/1478, 12-13.115/620,8-12=-1078/259 WEBS 2-17=-219/1316,3-17=-889/228,3-16=-132/816,7-14=-96/495,8-13=-205/1172, 7-13=-694/204,9-12=-243/1313,2-19=-1197/259,4-16=-450/147,6-14=-335/131 NOTES- .0,1111111/1� 2)Wind1) :ASCEanced roof 7 10;Vuoads have been considered for 30mph(3 second gust)Vasd=10 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=32ft;eave=41t;Cat. `%s design. S',0PS A, A4���i. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-11-8,Interior(1)5-11-8 to 31-5-4 zone;C-C for ,♦%�0 ..... .... 6T �i� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ k •• \,\ `SFS•.Zj '. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. No 39380 L 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. -4—* . z7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . .%�• .* .i./1 �10=163,21=135. ♦ "ii � • �i11/1 ;0 N A�',00 - IlmuThomas A.Albans PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 ' � f 0 WARNING•Verity d.sIgn paramefen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1003/2015 BEFORE USE. NI Design valid for use only with MItek connectors.This design is based only upon parameters shown,and Is for an individual bonding component,not a truss system.Before use,the 1oMdng designer must verily the applicability of design parameters and properly 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 bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldcnce regarding the fabrication.storage,delivery-erection and bracing of trusses and tnrss systems.seeANSI/TPI I Qudity Criteria.0SB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalla ie from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty i Ply Catalina T8732531 10007T0 I T27I Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:27 2016 Page 1 ID:DzLi?nN52N09EHly-dgJI tylhhD-yl bx19bKrpEZEoGMY14MI6?o97gOlkaJhjyyB5zAznk 1-4-0 2-11-8 9-0-815-1-8 20-6-3 25-10-13 31-7-0 I 1-4-0 I 1-7-8 1 6-1-0 6-1-0 5-4-11 1 5-4-11 5-8-3 Scale=1:56.7 7x10= 2x4 I' 7x10= 6.00 12 2x4 I 3x6= 3 4 5 23 24 6 25 7 8 26 9 27 10 28 11 \I9Ul7 \\'' iii 3x5_ 18 22 21 20 29 30 16 15 31 14 13 32 12 2x4 ! 4x6= 7x10= 4x10= 3x6= 2x4 I 2x4 i I 1-4-0 2-11-8 9-0-8 15-1-8 20-6-325.10.13 31-7-0 1.4-0 1-7-8 6-1-0 l 6-1-0 5-4-11 5-4-11 5-8-3 Plate Offsets(X,Y)-- 12:0-4-8,0-4-81,117:0-3-4,0-2-4L 119:0-2-4,0-1-8],F20:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.09 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.26 17-18 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.91 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:262 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. Except: 5-20,7-16:2x4 SP No.3 1 Row at midpt 2-21 WEBS 2x4 SP No.3 6-0-0 oc bracing:2-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7-1 oc bracing:19-20. WEBS 1 Row at midpt 11-12 JOINTS 1 Brace at Jt(s):1 REACTIONS. (lb/size) 12=1252/0-5-8,22=1274/0-5-8 Max Horz 22=48(LC 12) Max Uplift 12=-167(LC 9),22=-180(LC 8) Max Gray 12=1272(LC 17),22=1274(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-305/84,2-21=-1211/310,5.6=-1298/271,6-7=-1559/303,7-9=-1549/301, 9-10=-1279/237,10-11.841/154,11-12=-1202/261 BOT CHORD 20-21=-122/296,19-20=-743/108,5-19=-701/138,18-19=-154/519,17-18=-271/1298, 7-17=-343/134,14-15=-154/841 111111111//, 7=-55/377, WEBS 25-17=_--210160,9-17=-97/413,9-15=-624/193,10-15=-139/729,110-14=945/253, •.�`��,J�PS A A4 1 i, 11-14=-246/1348,7-22.1231/304,1-21=-255/1174 �%%.2.° G E•N• e'9 •ii '� .••\- sF•.•.L, 0. NOTES- • No 39380 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=4511;L=32ft;eave=oft;Cat. r `* II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 4-8-2,Interior(1)4-8-2 to 31-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -in ; . . e — 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. **•-"0—' T - •• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � •- -`� 1 �� 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 ie,<<\,-,-.• 0 R1'0.4..•c1 will fit between the bottom chord and any other members,with BCDL=10.Opsf. a SS........ �� `%% 7) Provide12= dmechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1,,,,0 N A,111%%S 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: May 31,2016 t, ,bee 0 WARNING-V.110'design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10103/2016 BEFORE USE MI' Design valid for use only with Mi teka connectors.This design Is based only upon paameters shown,and Is for an individual building component.not a mass systern.Before use.the building designer must verify the or plk;at,llity at design pxrarneters 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 MNTek' 1 k always required for stability and to prevent collapse with possible personal Injury and properly rty damage. For general gtidrnce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seoANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Stile 312-Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732532 1000710 T28 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:28 2016 Page 1 ID:DzLi?nN52NO9E HIv_dqJ 11 ythhD-QD9KzVczc7MQsyrY6SbbZJYzo W 710DNTvNhVjYzAznj 1-4-0,2-11-8. 9-0-8 15-1-8 17-10-2 , 23-10-13 29-11-8 31-7-0 11-4-0' 1-7-8 ' 6-1-0 6-1-0 I 2-8.10 ' 6-0-11 6-0-11 1-7-8 ' Scale=1:60.3 10x14 G 7x10= 4x5- 2x4 it 2x4 II 2x4 I 3x6= 4x10= 2x4 I I 10x12= 6.00 Ti31 4 : 24 25 6 26 7 8 9 27 10 28 29 ti 12 - F) TT1 n /., 4 \ 1►N%- 4x5. 2 N on V tl] t] 1.4-I J 0 8 _1 _ �m Y c'- Id 2x4= 30 .....123 22 21 4x10= 31 17 16 15 14 134 3 2x4 I 14x5=4x5= 2x4 I 4x5= 3x6= 4x10- 4x5= 10x12= 1-4-0 2-11-8 9-0-8 15.1.8 , 17-10-2 23-10-13 29-11-8 31-7-0 11-4.01 1-7-8 I 6.1-0 I 6-1-0 ' 2-8.10 II I 6-0-11 6-0-11 1-7-8 l Plate Offsets(X,Y)-- 12:0-6-11,0-6-10),0 1:0-5-4,0-1-12) T LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.27 13-14 >598 180 BOLL 0.0 * Rep Stress lncr YES WB 0.81 Horz(TL) 0.04 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:303 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. Except: 5-21,8-17:2x4 SP No.3 6-0-0 oc bracing:2.4 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-9-2(9-16);5-10-1 (11-13); JOINTS 1 Brace at Jt(s):2,1 REACTIONS. (lb/size) 23=673/0-5-8,16=1383/0-5-4,13=470/0-5-8 Max Horz 23=-65(LC 10) Max Uplift 23=-127(LC 8),16=-170(LC 12),13=-66(LC 9) Max Gray 23=674(LC 21),16=1455(LC 17),13=504(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-627/197,5-6=-414/126,6-8=-414/126 BOT CHORD 19-20=-90/263,8-18=-567/176 WEBS 2-5=-419/174,2-21=-23/335,5.19=-32/282,6-19=-398/157,8-19=-107/452, 9-18=-132/664,9-16=-1250/288,9-14=-89/513,10-14=-403/170,11-13=-409/144, 1-23=-642/192,1-22=-153/573 NOTES- ,01.,,1111/i,•ii 1)Unbalanced roof live loads have been considered for this design. .0` MPS A• AI 'rein 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.Opsh h=2511;B=45ft;L=32ft;eave=4ft;Cat. ����.� Ci E•N S`• 6,1 " II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-8-2,Interior(1)4-8-2 to 29-11-8,Exterior(2) �� �, v ••.� 29-11-8 to 31-5-4 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. -39380 -_.," 4)All plates are 3x4 MT20 unless otherwise indicated. - "* •_ w 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. l- 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 =-O. _ -- • 9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. ► T, - • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) ••--e-. ---;----;•111111r- �l . 23=127,16=170. 0�- O : \�,`� 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,j 0 R 1 •.• G ,$ ee'1410 N A �?�`�� 11l111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I _ 1 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rw.10/03!2015 BEFORE USE. Design valid for use only with Mi TOM connectors.Iris design is based only upon paameters 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 rxoperly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of indMdual 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 guidance regardng the fabrication.storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/TPI I Quality Cdterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from truss Plate institute,218 N.lee Street.Suite 312,Alexandria-VA 22314. Tampa.Ft. 33610 Job I Truss Truss Type 1 Qty Ply Catalina I T8732533 10007T0 T29 Hip 1 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:29 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-vQiiArdbNRUHU6P11A6g6X53IwVa7gDc8/R2G_zAzni 1-4-0 2-11-8, 9-0-8 i 15-1-8 I 17-10-2 , 22-10-13 27-11-8 i 35-3-8 1-4-0 1-7-8' 6-1-0 6-1-0 2-8-10 ' 5-0-11 5-0-11 7-4-0 Scale=1:68.6 12x12*7x10= 2x4 11 2x4 II 3x6= 4x5= 4x10= 2x4 II 7x10- 3 4 5 P5 6 26 277 8 9 10 28 11 ri 6.0012��1.1\q 29 45 i 23° 4x5 12 i 11, . ., lapplik// -, N Ib' cv ., N 1 / . Z_ 6 20 24 23 222x4= 31 4x10— 32 18 17 16 34 15 14 35 13 4x5= 2x4 I 4x5= 4x10= 3x6= 2X4 II 2x4 I 4x5= 10x12= 4x5= 1-4-0 2-11-89-0-8 15-1-8 17-10-2 22-10-13 27-11.8 35-3-8 11-4.0' 1-7-8 I 6-1-0 ' 6-1-0 I 2-8-10 i 5-0-11 I 5-0-11 I 7-4-0 Plate Offsets(X,Y)-- 12:0-6-0,0-3-41,15:0-5.0,0-2-121,111:0.4-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ude Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 13-14 >999 240 j MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.21 13-14 >971 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.05 13 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:324 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. Except: 5-22,8-18:2x4 SP No.3 6-0-0 oc bracing:2-4 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-21,8-19 WEBS T-Brace: 2x4 SP No.3-6-20,9-17,10-16,11-16, 11-14 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. JOINTS 1 Brace at Jt(s):1,2 REACTIONS. (lb/size) 24=690/0-5-8,17=1481/0-5-4,13=652/Mechanical Max Horz 24=-118(LC 10) Max Uplift 24=-131(LC 8),17=-176(LC 12),13=-67(LC 12) Max Gray 24=703(LC 18),17=1563(LC 17),13=704(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-656/190,5-6=-399/157,6-8=-399/157,11-12=-452/129,12-13=-586/169 ,,i%UhI����, BOT CHORD 20-21=-12/279,8-19=-563/159,14-16=-30/321 ,`�� cJ A, /I/� WEBS 5-20=-49-16=-1362598,610016 330/132,12-14=-25/362,/157,8-20=-76/433, 1-24=-670/213,1 23 617 7597, ,%,,z,.... �`6, , 0�P........q<e ,°'a. 2-5=-527/238,2-22=0/254 •:.-N"*. �C E N SFS'92/��i • i NOTES- No 39380 -• 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;6=45ft;L=35ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 5-2.6,Interior(1)5-2-6 to 27-11-8,Exterior(2) — 27-11-8 to 32-11.6 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :4,,s,... .T, E •3)Provide adequate drainage to prevent water ponding. -'r - (V4)This truss has been designed fora 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 � R 1. • \ ��will fit between the bottom chord and any other members,with BCDL=10.0psf. "i SS ••••••'c` % 6) oss Provide mfer to echanicaler(s) rtruss to truss co connection(b connections. of truss to bearingplate capable of withstanding100 lb uplift at joint(s)13 except t-lb ��I�,� • N As��" ( Y others) aP P P U- ) 24=131,17=176. Thomas A.Albans PE No.39380 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6904 Parke East Blvd.Tampa Fl.33610 Date: May 31,2016 I mg i Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE. i Design valid for use only with Mlleka:connectors.Ibis design Is based only upon parameters shown.and Is for on Individual building component.not a truss system.Before use.the building des101101 must verify the applicability at design txxxneters 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 arid permanent bracing MiTek. is always required for stability and to prevent collapse with possbte personal blur/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 SCSI Building Component 6904 Parke East Bird. Safety Information available from Lues Plate Institute.218 N.Lee Street.Suite 312.Alex<ndrka VA 21314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732534 10007T0 T30 Roof Special ,1 I 1 , j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:30 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJl1ylhhD-NcG40BeD8kc85G xDtd3fkdGhKkKsBemNhAcoQzAznh 1-4-02-11-81 9-0-8 15-1-8 18-3-0 19-1- 25-11-8 30-5-12 35.36 1-4-Of 1-7-8 6-1-0 6-1-0 3.1.8 9.10• 6-10-0 4-6-4 4-9-12 7x10 Scale=1:71.9 12x12 i 7x10= 2x4 I I 2x4 H 3x6= 4x5= 8x10= 6x8 3 4 5 P5 6 26 277 8 9 10 28 29 11 tills ei 1 30 4x5 6.00 12 I f 12 I31 4x5 2 \ 2x4 11 13 Iiii g N I u ,1 19 .. -- OD Ia 24 23 222x4 32 33 18 '1734 16 15 35 36 14 4x10= 455= 2x4 4x10= 3x6= 4x10— 455= 2x4 ! 4x5= 10x12 19-1.8 1.4-02-11-8 9-0-8 15-1-8 18-0-12 18� 25-11-8 35-3-8 '1-4-0' 1-7-8 ' 6-1-0 6-1-0 I 2-11-4 4 6-10-0 i 94-0 0-10-8 Plate Offsets(X,Y)-- 12:0.6.0,0-3-41,15:0-5.0,0-2-0),19:0.6-12,0-3-41,110:0-4-4,0-2-01,111:0-3-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.29 14-15 >712 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.59 14-15 >347 180 BCLL 0.0 * Rep Stress Ina YES WB 0.51 Horz(TL) 0.04 14 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS j Weight:336 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. Except: 5-22,8-18:2x4 SP No.3 6-0-0 oc bracing:2-4 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-21,8-19 WEBS T-Brace: 2x4 SP No.3-6-20,9-17,11-15,12-14, 10-17 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. JOINTS 1 Brace at Jt(s):1,2 REACTIONS. (lb/size) 24=701/0-5-8,17=1481/0-5-4,14=640/Mechanical Max Horz 24=-146(LC 10) Max Uplift 24—138(LC 8),17=-172(LC 12),14=-68(LC 12) Max Gray 24=716(LC 18),17=1618(LC 17),14=705(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-662/193,5-6=-382/167,6-8=-382/167,10-11=-321/171,11-12=-406/157 011I111/ i. BOT 20-2 172, WEBS HORD 5-20=-54/304,6 20=-3941/53,8-20'63/433 9.19=-122/742,9-17=-605/123, `,NO_,k b.„0 A'•q��we, 10-15=-82/551,12-14=-505/116,10-17=-813/196,1-24_683/210,1-23=-177/606, �• .r \`�' GEN NOTES- 2-5=-581/269 No 39380 :- 1)Unbalanced roof live loads have been considered for this design. - k 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45ft;L=35fh eave=5ft Cat. r. • —`1 II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8-14,Interior(1)3-8-14 to 19-1-8,Exterior(2) 19.1.8 to 29.5.14,Interlor(1)29-5-1410 35-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber • • • DOL=1.60 plate grip DOL=1.60 li- Y T---•00ir'd - 1!/ 3)Provide adequate drainage to prevent water ponding. �"•E.'; ` . • 4, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..j • `' O A 1 V. •• ` \ r 0 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 �i•ss�• •'• ••�` O. will fit between the bottom chord and any other members,with BCDL=10.0psf. ,1��'O N A,,—Os 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)14 except(jt=lb) Thomas A.Albans PE No.39380 24=138,17=172. MWTek USA,Inc.FL Cert 6634 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Date: May 31,2016 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141,7473 rev.1003/2015 BEFORE USE- Design valid for use only with Mllekv connectors.This design is based only upon parameters shown.and is for an IndMdual building component,not a truss system.Before use,the building deskgrxx must verily the applicability of design parameters and properly incorpoiate this design Into the overall holding design. Bracing indicated Is to prevent buckling of Indivkhxi truss web and/or chord members only.Additional temporary(rid permanent bracing MITA 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/TPI t Quality Criteria.DSB-89 and SCSI Building Component j 6904 Parke East Blvd. Safety Information avcitable horn Inns Plate Institute,218 N.Lee Street,Suite 312,Nexancdrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732535 10007T0 T31 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:32 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ I l ylhhD-JOgotfTgMssLZ8JLIf Xk9ifz8X0K4E2q?fjsJzAzni 1.4.0.2-11-8, 9.0.8 15-1-8 16-9-0. 20-7-8 24-5-8 29-8-12 35-3-8 I1 1-7-8 6-1-0 6-1-0 1 1-7.8' 3-10-8 3-10-0 I 5-3-4 I 5-6-12 8512= 6x8 Scale=1:71.6 12512 i 7510= 4x5= 10 30 31 11 32 2x4 I 2x4 II 356= 7510 3 4 5 6 33 4x56.00 121ni /a // 7 124 4x54x5%2 13 of i , - 20 L. m 16 25 24 232x4= 35 21 36 19 18 37 38 17 16 15 14 4x10= 4x10- 3x6 7-72x4 II 455= 2x4 I 4x10= 4x5_ 2x4 II 4x5= 7x10= 2-11-8 9.0-815-1-8 17-10-2 24-5-8 29-8-12 . 35-3-8 2-11-8 6-1-0 6-1-0 ' 2-8-10 l 6-7-6 5-3-4 5-6-12 Plate Offsets(X,Y)-- 12:0-6-0,0-3-41,15:0-5-0,0-3-01,110:0-5-3,Edge],(11:0.3.4,0-2-41,120:0-5-8,0-4-0] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.13 21-22 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.04 14 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:339 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. Except: 5-23,8-19:2x4 SP No.3 6-0-0 oc bracing:2-4 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:22-23,19-20,18-19. T-Brace: 2x4 SP No.3-5-22,8-20 WEBS T-Brace: 2x4 SP No.3-6-21,9-18,10-18,11-17, 12-17,12-15 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6in o.c.,wilh 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):2,1 REACTIONS. (lb/size) 25=662/0-5-8,18=1539/0-5-4,14=622/Mechanical Max Horz 25=-147(LC 10) Max Uplift 25=-127(LC 8),18=-195(LC 12),14=-57(LC 12) Max Gray 25=679(LC 18),18=1641(LC 17),14=650(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,� �� TOP CHORD 13 4=-6602/1425-6=-360/141,6-8=-360/141,11-12=-338/155,12-13=-415/105, `,NOS PS• A. 4 te,4.61 •, BOT CHORD 21-22=-23/295,8-20=-602/173,15-17=-37/317 44 GEN '9 �� WEBS 5-21=-42/269,6-21=-396/154,8-21=-85/491,9-20=-122/704,9-18=-746/213, � '`\ .• \,\ Ns•-. °i 10-18=-738/150,10-17=-93/511,13-15=-50/434,2-5=-480/213,2-23=0/254, 1-25=-649/196,1-24=-160/579 No 39380 •.. _ NOTES- • • 1)Unbalanced roof live loads have been considered for this design. =-0; _�-� • • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psF BCDL=S.Opsh h=25ft;B=4511;L=35ft;eave=5ft Cat. . • •• /V II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-8.14,Interior(1)3.8.14 to 20-7-8,Exterior(2) s=0--- T• J 'AJ0 20-7-8 to 27-11-14,Interlor(1)27-11-14 to 35-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber i� , � • N- •� DOL=1.60 plate grip DOL=1.60 °i�`' •. G R '1�• •r.�.% 3)Provide adequate drainage to prevent water ponding. �i SSS• ••�� `�• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I O N Al- —,00 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 "11111110 "- will fit between the bottom chord and any other members,with BCDL=10.Opst. Thomas A.Albans PE No.39380 6)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14 except(jt=1b) 6904 Pallas East Blvd.Tampa FL 33610 25=127,18=195. Date: 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 31,2016 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AMEN REFERANCE PAGE MN-7473 rev.1//03!2015 BEFORE USE. Design valid for use only with Mltek5i,connectors.This design is based only upon parameters shown,and is for an IrdlMdual building component.not it a truss system.Before use.the building designer must verify the a>pplicabllty of design parameters and prorxxly kamporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web ardi/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with Ixsssble personal k'Vuy and properly damage. For general guidance regarding the robrk:atbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/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.Nexand ria,VA 22314. Tampa.Fl. 33610 Rob Truss l Truss Type (Hy Ply Catalina T8732536 10007T0 T32 I HALF HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:32 2016 Page 1 ID:DzLi?nN52NO9EHIv.dgJl1ylhhD-J_OgotfTgMssLZ8JLIfXk9idL8X8K8g2q?fjsJzAznf -1-4-0 I 7.0.0 10.1.8 1-4-0 7-0-0 3-1-8 NAILED 6x6_ Scale=1:27.1 NAILED 4x5 4 14 5 viii , I E� 6.(X112 � 4x5 i 3 2 10 dlill111W I. II • eil ►�ZZ74x5= � Special NAILED 62x4 I 3x8 11 9-4-4 7-0-0 10-1-8 I 0.4.4 6-7-12 3-1-8 Plate Offsets(X,Y)-- ]2:0-4-7.0-2-7],14:0-3-4.0-2-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 7-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.09 7-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) -0.02 2 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:55 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) 6=769/0-5-8,2=622/0-3-8 Max Horz 2=130(LC 8) Max Uplift 6=-403(LC 8),2=-252(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-564/311,4-5=-420/231,5-6=-728/381 BOT CHORD 2-7=-234/428 WEBS 5-7=-393/710 • 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.Opsh h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip `,,,111111111' DOL=1.60 ��� S •A. 1i/ 3)Provide adequate drainage to prevent water ponding. •4S �P' q� �i 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .--,e-:.•••G E N e-9 -, 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 �� k • s,0 SF•••,L/ °o will fit between the bottom chord and any other members. • No 39380 •: 6)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except(jt=lb) 1 P p P 6=403,2=252. -iii . .. 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)276 lb down and 193 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). s -. 45.-r, �� LOAD CASE(S) Standard ,•i F• � O R ‘�•'•Cj•� ` 1)• Dead dr+Roof f Livelf(balanced):Lumber Increase=1.25,Plate Increase=1.25 „) kyis,ON A;�,,`��,` Vert:1-4=-60,4-5=-60,6-8=-20 1111 Concentrated Loads(Ib) Thomas A.Albans PE No.39380 Vert:4=-114(F)7=-234(F)14=-116(F)15=49(F) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 - 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1G103f20I5 BEFORE USE. �1. Design valid for use only with Milekr,connectors.This design is based only upon parameters shown,and Is for an Individual txuWcomponent,ing comnent,rat a Inas system.Before use,the biking designer roust verity the applicability of design rxxametors arid rxopth eiy Incorporate this design into e overall i bottling design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary roti permanent tracing Mel( 1 k always required for stability and to prevent collapse with posslDie personal injury and property damage. for general guidance regarding 8e 6904 Parke East Blvd. fabrication,storage,delivery,erectionand bracing of trusses and truss systems.seeANSI/1'PI l Qualify Criteria,DSB-89 and BCSI Building Component Salary Information available from Truss Plate Institute,218 N.leo Street,Suite 312,Alexandria-VA 77314. Tampa,FL 33610 6 -1 Job Truss 1Truss Type Qty Ply Catalina T8732537 10007T0 T33 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:33 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ11 ylhhD•nByDODg5Ri_jyjjW u?BmGNFreXvM3cgC3fPGPIzAzne -1-4-0 5-0-12 9-0-0 10-1-8 1-4-0 l 5-0-12 3-11-4 { 1-1-8 3x6= 2x4 I Scale=1:31.3 5 6 6.00 I 4x5 10.00 •00 164 ' ' /� 4x5% ihhhhhh... 15 3 2 Ito OM 2x4 ! 7 3x8 II 4x5= QQ 4- 5-0-12 10-1-8 0 4• 4-8-8 5-0-12 Plate Offsets(X,Y)-- (2:0-4-7,0-2-71,15:0-3-0.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lord) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) -0.01 2 n/a n/a BCDL 10.0I Code FBC2014/TPI2007 Matrix-MS Weight:57 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 9-1-10 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=507/0-3-8,7=375/0-5-8 Max Horz 2=161(LC 12) Max Uplift 2.164(LC 12),7=-171(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-424/291 BOT CHORD 2-8=-391/331,7-8=-391/331 WEBS 4-7=-368/438 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.Opsh h=25ft;6=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-0-0,Exterior(2)9.0-0 to ,1111 11III I. 9-11-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; ,��0 S A, 1,, Lumber DOL=1.60 plate grip DOL=1.60 �0 .0 q� �j 3)Provide adequate drainage to prevent water ponding. `,����,•;GENS;• ' T '., 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. k •• \., �`.•• 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 i will fit between the bottom chord and any other members. No• 39380. .. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) `* ,_ 2=164,7=171. (31 477 ,,7''��,S,ON..:A1-��.C�• 411111/1/ Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Mill• Design valkl for use only Witt\MI tek2J connectors.This design Is based only upon parameters shown,and Is to am Individual bolding 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 folding design. Brackxl Indicated Is to prevent buckling of krdMduci 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!dm and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing ng of trusses and truss systems.seeANSI/lPtl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732538 10007T0 I T34 MONOPITCH 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:34 2016 Page 1 I D:DzLi?nN52N09E HlvdgJ 11 ythhD-FN W bDYhjCz6aatliSji?pao0fxFZo3oLIJ8pxBzAznd -1-4-0 5-0-12 10-1-8 1-4-0 5-0-12 i 5-0-12 • Scale=1:32.8 5 2x4 • •'' • 6.00 FIT 15 4x5 4 10 4x5* 14 3 2 �� I ■■I C r um F 7 ►�11 6 3x8 II 2x4 I 4x5= 0-4-pp 5-0-12 10-1-8 0-4-4 4-8-8 5-0-12 Plate Offsets(X,Y)-- [2:0-4-7,0-2-7) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (los) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Verl(TL) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 ! Horz(TL) -0.01 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:58 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 9-6-4 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=502/0-3-8,6=376/0-5-8 Max Horz 2=173(LC 12) Max Uplift 2=-154(LC 12),6=178(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-427/252 BOT CHORD 2-7=-360/335,6-7=-360/335 WEBS 4-6=-380/410 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=2411 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 9-11-12 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 ,_t%0111111/11. , DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�� �p,S A, q� ���� 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 `�%,O.•••GEN B,9 "i.. will fit between the bottom chord and any other members. �� 'S .• \,\ Si .S• '/ °i 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• No 39380 2=154,6=178. r f--'__ Z i4.. ...* Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 6411-7473 rev.10/03/2015 BEFORE USE Design valki for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design paatneters and properly Incorporate this design Into the overall buldng design. Brachg Indicated Is to prevent b uclding of lndM Ari truss web and/or chord members only.Additional temporary arrd permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Ir1Kry and property damage. for general guidance regaaalng the fabrication.storage-delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalidNe from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexa ndrka VA 22314. Tampa.FL 33610 _ _ Job Truss Truss Type JOty Ply Catalina T8732539 10007T0 T35 ROOF SPECIAL i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:35 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-jZ4zRuhMzHE RC 1 tuOGDEMoK7aLTrXSvVW zuNTezAznc ,-1-4-0 4-1-4 11-0-0 17-8-8 24-5-0 26-1-8 1-4-0 I 4-1-4 1 6-10-12 I 6-8-8 I 6-8-8 1.8.8 i 7x10= Scale=1:61.4 3x4 'I 4x5= 11 7 8 9 2x' ' i ,T. 26 27 n 2 � 8x12 6.001-1 2x4 II 25 . I 5 7-.7 2x4 y 24 4 4x53 0 2 r I 17 29 1330 3 I o 7x10= ¢ 4x10 I a m MIN 1•' U. 16 15 14 12 2x4 11 4x5= 4x10= 3x6 4x5= 0}414 7-2-8 7/11-p 11-0-0 I 17.8.8 26-1.8 I 0-4-4 6-10-4 0-e-9 3-1-0 6-8-8 8-5-0 Plate Offsets(X,Y)-- (2:0-5-7,Edge1,16:0-4-7,0-3-4),117:0-3-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 17-22 >888 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.43 12-14 >503 180 BCLL 0.0 • Rep Stress lncr YES WB 0.51 Horz(TL) 0.01 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:218 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, SOT CHORD 2x4 SP No.2*Except* except end verticals. Except: 5-16:2x4 SP No.3 T-Brace: 2x4 SP No.3-6-15 WEBS 2x4 SP No.3 6-0-0 oc bracing:6-8 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 WEBS T-Brace: 2x4 SP No.3-11-12,9-14,10-12 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 12=702/Mechanical,2=386/0-3-8,17=1096/0-7-12 Max Horz 2=264(LC 12) Max Uplift 12=-147(LC 9),2=-117(LC 12),17=-239(LC 12) Max Gray 12=775(LC 17),2=386(LC 1),17=1096(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-393/364,6-8=-254/175,9-10=-370/91 BOT CHORD 2-17=-354/229 WEBS 15-17=-219/311,6-17=-634/0,9-14=-359/185,6-9=-334/59,10-14=-143/476, 0%111111/it t0-12=645/227 `�NNOop,S A g4ee,��� NOTES-W nd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25fY B=45fh L=26ft;eave=4ft;Cat. ��,&�,••\,�G E•N`S�`•. ,e l• 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 11-1-12,Exterior(2)9-10-8 : No 39380 ••: . _• to 12-10-8,Interior(1)24-5-0 to 25-11-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRSr 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- =-0 . a 4)•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 •. . - . z. Z. will fit between the bottom chord and any other members,with BCDL=10.Opsf - --." - ••((7 5)Refer to girder(s)for truss to truss connections- ` . . • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) °° c< ..• 049.• A 1 0. •�\,•� 12=147,2=117,17=239. •j� �........G t\ �S 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. i� ON M- �S s�"1111111111 ` Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111I. Design valid for use only with M telrS)connectors.This design B based only upon rxxamoters shown,and Is for an Individual b ulding component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly hoorrxxate this design Into the overall lulling design. Bracing Indicated Is to prevent buckling of lndM klal truss web and/err chord members only. Additional temporary and d permanent bracing M iTe k- Is always required for stability and to prevent collapse with possible personal Injury and propeey damage. For general guidance reaming the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP1I 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. i Tampa.FL 33610 Job I Truss l Truss Type Oty Ply Catalina T8732540 10007T0 1 T36 I ROOF SPECIAL 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:35 2016 Page 1 I D:Dz Li?nN52NO9EHIv_dgJ 11 ylhhD-jZ4zRuhMzH E RC 1 tuOQDEMoK9OLTIXOBV WzuNTezAznc -1-4-0 3-6-4 11-0-0 17-8-8 23-3-0 26-1-8 1-4-0 3-6-4 7-5-12 6-8-8 5-6-8 2-10-8 2x4 II Scale=1:63.2 3x4 !I 4x5 2 10x11 7 8 9 8x1¢'c r:6 2627 /11‘ ' 6.00 2 25 2x41 I � iiik I N ,- -.$ S 2x4 v A' 4x5 i 2q 4 I 1 2 ; 17 14 28 29 30 q 7X10= N 3x8 I a —LLL__. ------------- 16 15 13 12 2x4 II 4x5= 4x10= 4x5= 0-4,4 6-0-8 6-9-0 11-0-0 17-8-8 26-1-8 0414 5-8-4 0-8-8 4-3-0 6-8-8 I 8-5-0 ' Plate Offsets(X,Y)-- (2:0-4-3,0-2-7),(6:0.4-7,0-341,117:0-3-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.42 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.43 12-13 >530 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) -0.01 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:215 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. Except: 5-16:2x4 SP No.3 T-Brace: 2x4 SP No.3-6-15 WEBS 2x4 SP No.3 6-0-0 oc bracing:6-8 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x6 SP No.2 1-6-0 6-0-0 oc bracing:15-16. WEBS T-Brace: 2x4 SP No.3-11-12,9-13,10-12 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 12=755/Mechanical,2=345/0-3-8,17=1084/0-7-12 Max Horz 2=264(LC 12) Max Uplift 12.132(LC 9),2=-94(LC 12),17=-233(LC 12) Max Gray 12=829(LC 17),2=345(LC 1),17=1084(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-274/268,6-8=-266/179,9-10=-438/79 BOT CHORD 2-17=-305/193,5-17=-260/107,13-15=-163/344 ���������, WEBS 10-12=-654/20115-17=-204/383,6-17=-642/28,6-9=-368/53,9-13=-334/172,10-13=-127/494, ,���0,�1% A. qi,'ii• , NOTES- 1) IV`s•• '9� i� 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26f1;eave=oft;Cat. NO 39380 •:_ 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 11-1-12,Exterior(2)9-10-8 to 12-10.8,Interior(1)23-3-0 to 25-11-12 zone;cantilever left exposed•;porch left exposed;C-C for members and forces&MWFRS 2 * a for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 2)Provide adequate drainage to prevent water ponding. -0•,/. ; 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. l- T, 2 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 =r� � � will fit between the bottom chord and any other members,with BCDL=10.0psf. -.e .e '. 5)Refer to girder(s)for truss to truss connections. R \�••�`� �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b) i,ss� "••'• �t �, 7 Warning:1Additional and stabilitybracingfor truss system(notpart of this component design) alwaysrequired.7=233. ���'i�N A;0- %% permanent Ys Po 9 )is q Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Palm East Blvd.Tampa FL 33610 Date: May 31,2016 Ng'. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with Mile10.D connectors.This design B based only upon parameters shown,and is for an indlvk*xi building g component.not a tires system.Before use,the building designer MUM verity 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 stability and to prevent collapse with possible personal Injury and property damage. 10f general guidance regarcing the fabrication storage.delivery.erection and bracing o1 trusses and truss systems.seeANSI/TPt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information a vdtable from Terns Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tanya.Ft.33610 Job 'Truss Truss Type Qty i Pty Catalina 18732541 10007T0 T37 1ROOF SPECIAL 1 j 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:36 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJllylhhD-BmeLeEi kaMIpBS5a8kTu?1KdIp2GwMelddw?4zAznb -1-4-0, 11-0-0 17-8-8 21-3-0 26-1-8 11.4-0' 11-0-0 I 6-8-8 3-6-8 4-10-8 Scale=1:61.4 8 2 • 7x10 fi2x4 I: 7x10= 25 5 6 A 17 6.00',12 23 24 2x4 II 22 / \ 4 21 4x5 i3 v • ib ca 2 1.4.7 1 11 26 27 28 0 7x10= 3x8 II 3 to 1.1 13 12 10 9 2x4 I 4x5= 3x6 4x5= 4x10= 014.4 4-9-12 5-pr8 11-0-0 1 17-8-8 26-1-8 0-4-4 4-5-8 0-2-12 5-11-8 6-8-8 8-5-0 ' Plate Onsets(X,Y)-- 12:0-4-7,0-2-71,[14:0-5-8,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.42 9-10 >596 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:195 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. 4-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-8-9,5-14,5-12,6-10,7-9 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 1-6-0 (0.131"x3')nails,Sin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=837/Mechanical,2=343/0-3-8,14=978/0-5-8 Max Horz 2=268(LC 12) Max Uplift 9=-134(LC 12),2=-92(LC 12),14=-152(LC 12) Max Gray 9=906(LC 17),2=343(LC 1),14=978(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6-572/59,6-7=-572/59 BOT CHORD 2-14=-289/179,4.14=-352/219,10-12=-185/492,9-10=-98/386 WEBS 12-14=-213/518,5-14=-580/0,6-10=-353/156,7-10=-107/506,7-9=-759/197 NOTES- ,‘%%1111ii 1)to II;Windp: CE 7-10;Vult=130mph(3-second gust) lnterio(1)21-3-0 n1 25-111-112 zone;WFRS acanatide cantilever heft expo ed)'pop h left-4-0 to exposed-0, ;C C)fo gmeto b1 s and-1-12,Exterior(2) &(MW FRS 11-1-12 . )..O. ........ - A. A449 0,. for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��k.t. \.,\G E N 1k'.'92j'.• 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. No 39380 • •. 1,. 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 * r` will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. = -fl 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b) �. t. ... 9=134,14=152. i- -r _— •: r 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ..(�; O R `O • ,,.� IIID Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 � f 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1olco&connectors.Iris design Is based oNy upon parameters shown,and Is for an individual building component,not a Buss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of IndNidual truss web and/or chord members oNy. Additional ternporary and permanent bracing : Millet( is always requted for stablty 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,soeANSt/1PI1 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-Nexaxiikr,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply Catalina T8732542 10007T0 T38 ROOF SPECIAL 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:37 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl lylhhD-gyBjsajcUuU9RL1 H7rFiRDQSR97R?Leo_HNTYWzAzna -1-4-0 5-0.8 9-7-0 14-5-0 19-3-0 26-1-8 114-01 5-0-8 i 4-6-8 4-10-0 r 4-10-0 1 6-10-8 Scale=1:61.4 8 . :t 25 7x10 7x10,...=- 1 5 4x5= 6.00 12 I �► 2x4 (111/711,11\1\4214x5 i3 .. a_2 ✓ n4_0. igri . . 7x10 14 1.:13x8 II r r 13 12 10 9 2x4 I 4x10= 3x6= 4x5= 4x5- 0]41 .2.4 4-9-12 5-�-8 9-7-0 19-3-0 { 26-1-8 { 0.4-4 4-5-8 012 4-6-8 9-8-0 6-10-8 Plate Offsets(X,Y)-- [2:0-4-7,0-2-7],[5:0-4-4,0-2-0],[14:0-5-8,0-4-0] _ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.23 10-12 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.46 10-12 >541 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:186 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. 4-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-8-9,6-12,6-10,7-9 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 1-6-0 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=839/Mechanical,2=350/0-3-8,14=970/0-5-8 Max Horz 2=269(LC 12) Max Uplift 9=-137(LC 12),2=-106(LC 12),14=-135(LC 12) Max Gray 9=902(LC 17),2=350(LC 1),14=970(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-463/65,6-7=-614/9 BOT CHORD 2-14=-313/185,4-14=-286/187,10-12=-188/637,9-10=-119/625 WEBS 12-14=-216/548,5-14=-618/0,5-12=0/294,6-12=-306/49,7-10=-12/351,7-9=-909/170 NOTES- 1) II; nd:ASCE ExpB;Encl.,lGCpi 10.18;MWFRS(diirnd gust)rectiona)and CIC Exterior(2)-1-4-0 to 1 8-0,Interior(1)sf; 1-8-0 to 9 7-0,Exterior(2)9-7t;L=26ft; -0 toat s% MPS I A" it, t•'�° 13-9-15,Interior(1)19-3-0 to 25-11-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for ,�� ,.••..........,9 �i� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� .��,•• \G NSI •.�ij i; 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. N O 3 9380 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * , ; will fit between the bottom chord and any other members,with BCDL=10.Opsf. — - • 5)Refer to girder(s)for truss to truss connections. • s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) �• • L 9=137,2=106,14=135. '—fl--. -T / f• 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. -0,•--.1v%-. 1 O•:•• �,`� C. i��lel,,0 N A,�C� • 0 /iiiiiiiThomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 a 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERANCE PAGE Mil 7473 rev.10/03/2015 BEFORE USE. 14111 Design valid for use only with MITek®connectors.Itis design Is based only upon parameters shown,and is for an indryidual buiding component,not a taus system.Before use,the txdlcl rug 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 indfvklu al 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 Inkay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems.seeANSI/TPI l Quality Cdteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexa ndrta,VA22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732543 10007T0 T39 ROOF SPECIAL 11 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:38 2016 Page 1 ID:DzLi?nN52N09EHIv_dgJlIylhhD-88163wkEFCc03UbThZmxzQyhzYULkgyxCx614yzAznZ -1.4.0 5-1-0 7-7-0 12-0-8 16-6-0 18-0-0 21-11-0 26-1-8 1-4-0 I 5-1-0 l 2-6-0 i 4-5-8 I 4-5-8 11-6-0' 3-11-0 I 4-2-8 1 Scale=1:61.4 10 .r 4x5 29 3.00 1 . 2 9 i x10 7x10 \ 2x4 I 12x127= 5 6 8 6.00 12 2x4 I I v�`��� a 254 Irk 24 4x5--::13I 2 it 1 il A10,............3: N i: 17 51L_ 30 31 N c 7x10= N ) 3x8 II -- —= a . =..'—'-' -� 16 15 14 12 11 2x4 I 4x5 = 4x10= 3x6 4x10= 4x5= 01414 4-7-0 5-1-0 7-7-0 I 12-0-8 18-0-0 26-1-8 I 0-4-4 4-2-12 016.0 2-6-0 4-5-8 5-11-8 8-1-8 Plate Offsets(X,Y)-- 12:0-4-7,0-2-71,15:0-4-4,0-2-01,(17:0-5-8,0-4-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.4311-12 >581 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.42 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:206 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. 4-16:2x4 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:15-16. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3.10.11,9-11 SLIDER Left 2x6 SP No.2 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 11=830/Mechanical,2=321/0-3-8,17=1008/0-5-8 Max Horz 2=270(LC 12) Max Uplift 11=-138(LC 12),2=-111(LC 12),17=-130(LC 12) Max Gray 11=870(LC 17),2=321(LC 1),17=1008(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-628/46,6-7=-628/46,7-8=-672/0,8-9=-751/32 BOT CHORD 2-17=-323/154,14-15=-180/287,12-14=-148/691,11-12.84/318 WEBS 15-17=-256/400,5-17=-545/0,5-14=-36/590,6-14=-308/128,8-12=-285/58, 9-12=-95/775,9-11=-733/198 ,,,.11111111,,,,' N TES- 1 Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th;B=45th L=26th;eave=41t;Cat. .sk•Z`..•\G E N q•. "1,". 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 7-7-0,Exterior(2)7-7-0 to •� k •��,.\ Sr ••7/j l• 10-7-0,Interior(1)16-6-0 to 18-0-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 39380 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 -0 --- • e will fit between the bottom chord and any other members,with BCDL=10.Opsf. ' . 5)Refer to girder(s)for truss to truss connections. - T• —.dr—„ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) °•%*,......- 4 Q c \•• • ,,. 11=138,2=111,17=130. �j�,ttio ,........O (� — ,� 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. e On. �� `�% Ii,1/ONA�11% Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 ims, o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mf1-7473 rev.1003P2015 BEFORE USE. Design valid for use only with MiTe148 connectors.This design Is based only upon parameters shown,and is for an individual building component.not a lass system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall baking design. Bracing ig Inxdicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stoblity 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.seeANSI/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,ArexandrkL VA 72314. 1 Tampa.FL 33610 Job (Truss Truss Type Qty rPly Catalina I T8732544 10007T0 T40 ROOF SPECIAL 1I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:39 2016 Page 1 I D:DzLi?nN52NO9E HIv..dgJ 11 ylhhD-cLJUGGIsOVksgeAgFGHAW eVpnygTT8E4R bsacPzAznY 1.4.0 2-10-0 , 5-1-8 5.7,0 12-6-0 18-0-0 21.11.0 26-1-8 r1-4-0 I 2-10-0 ' 2-3-8 0.548 6-11-0 5-6-0 3-11-0 4-2-8 I Scale=1:61.4 9 2 • •1 4x5 25 3.00 12 8 7x10 7x14 MT2OHS 11 7 \ 7x10= 10 N 6.00 Fir 5 2x4 22 1` �m. \ 1 4x5�3 4 2 a 1 .1101111616.6.111 m 11 _ "IL 15 8x12= \ 91"9 3x8 I1 14 13 11 10 3x4 II 4x5= 3x6 4x10= 4x5= 00.4[4 4-7-0 5-1-p 12-6-0 1 18-0-0 I 26-1-8 0-4-4 4-2-12 0.6- 7-4-8 5-6-0 8-1-8 Plate Offsets(X,Y)-- 12:0-4.3,0-2-111,16:0-6-12,Edge],[15:0-3-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.22 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 10-11 >563 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(TL) 0.01 10 n/a Na BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 5-14:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:2-15. OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-9-10,8-10 SLIDER Left 2x6 SP No.2 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=790/Mechanical,2=180/0-3-8,15=1189/0-5.8 Max Horz 2=264(LC 12) Max Uplift 10=-125(LC 12),2=-63(LC 12),15=-193(LC 12) Max Gray 10=832(LC 17),2=180(LC 1),15=1189(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-97/283,6-7=-653/0,7-8=-719/6 BOT CHORD 2-15=-262/65,5-15=-411/161,11-13=-129/675,10-11=-71/297 WEBS 7-11=-410/97,8-11=-61/722,8-10=-684/168,13-15=-155/691,6-15=-903/0 NOTES- ,,,,1111111lflf//// Wind:ASCE 0; lt=130mph(3-second gust)Vasd=101mph; ve=4ft; t)II;Exp B;End., MWFRS(directional)and C-C Exterior(2D-1-4-0 to 1-8-0,In erriior(1)1-8-0 to 5-7-0,Exterior(2)5-7-0 toat ••%,<Z`..••- 0 ,, 'r E N' cy 4•. I�0i0 8-7-0,Interior(1)12-6-0 to 18-0-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for ,,. \,\ `S�`•••2/ °•• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)Provide adequate drainage to prevent water ponding. • No 39.380 .. , 3)All plates are MT20 plates unless otherwise indicated. /""lis w 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 =-0•(/ co• �`S', will fit between the bottom chord and any other members,with BCDL=10.Opsf. , _,-.*--•.{ T •` - 6)Refer to girder(s)for truss to truss connections. .:;---b-1"... v 1� 7)P1rovide cal connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) i-'4\,•,- ;•• O R 1 O•:•, , ,,.� 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. , • ,i`•/'-' N AL�`,�`, /"fill))" Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. I Design valid for use only with MI loin connectors.this design Is used only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bulling designer must verify the applicability 01 design parameters and properly incorporate this design Into the overall brAdng design. Bracing Indicated Is to prevent buckling of indMdud truss web axil/or chord members only. Adkftkrna temporary and permanent tracing MiTek. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and tracing of trusses and tr ss systems,ueeeANSI/TP11 Quality Criteria.DSB-$9 and BCS(Building Component 6904 Parke East Blvd. Safety Informallon avalknble tram truss Plate Institute,218 N.Lee Street.Sprite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732545 10007T0 T41 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:40 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-4XtsUcl Unpsj lolspzpP3r22VM9HCIE EgFb89rzAznX -1.4.0, 3-7-0 15-1-0 , 8-6-0 1 13.3-0 I 18-0-0 I 21-11-0 26-1-8 I '1-4-0' 3.7.0 1.6-0 ' 3-5-0 4-9-0 4-9-0 3-11-0 4-2-8 Scale=1:61.4 10 4x5% 25 9 3.0012 7x10 4x5 :8 0 6.00 12 6x8= 2x4 II 7x10= 7 23 45 ima 1 4x5 i3 :�.��w rk2 i1 Air., 77 vr 7x10 16�� fa 3x8 11 -- l 1 14 12 11 5 2x4 I I 4x10= 3x6 4x10= 4x5= 5-1-0 08-11 3-7.0 14-7-01 1 8- 6-0 18-0-0 I 26-1-8 I 0-414 3-2-12 10.0 3.5.0 9-6-0 8-1-8 46-0 Plate Offsets(X,Y)-- 12:0-4-3,0-2-111,14:0-3-4,0-2-41,16:0-6-12,Edge1,116:0-3-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.19 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.36 12-14 >684 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.37 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:185 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. 5-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 10-11,9-11 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 11=807/Mechanical,2=222/0-3-8,16=1129/0-5-8 Max Horz 2=264(LC 12) Max Uplift 11=-136(LC 12),2=-101(LC 12),16=-173(LC 8) Max Gray 11=876(LC 17),2=222(LC 1),16=1129(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-508/0,7-8=-698/0,8-9=-766/9 SOT CHORD 2-16=-311/76,12-14=-174/710,11-12=-77/323 WEBS 14-16=-176/587,6-16=-805/0,7-14=-361/58,8-12=-377/86,9-12=-69/812, 9-11=-740/180 NOTES- •10;Vult=130mph(3-second gust)Vasd=101mph; ) II; nd:ASCE ExpB;End.,lGCp 0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)ri1-8-0 to 3-7-0,Exterior(2)3-7-0 to Cat. ,`00p,S�A.A, ,�,ii 6-7-0,Interior(1)8-6-0 to 18-0-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for %�� 6q �i. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `:' k •' •. G E N�`6' .•2/ '. 2)Provide adequate drainage to prevent water ponding. • i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 •'......_1: 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;_ will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Refer to girder(s)for truss to truss connections. -p 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) w , •• 11=136,2=101,16=173. �- T' E #•, �5.; GRIP.‘.....•-,t.''\ ss Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Paste East Blvd.Tampa FL 33610 Date: May 31,2016 1 miQ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 818.7473 rev.10/03/2015 BEFORE USE. ' Design valid tor use only s1Wi Mllek3 connectors.This design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the brildhg designer must verity the appllcablity of design parameters and properly Incorporate this design Into the overall holding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Mak" is always required for stabltty and to prevent collapse with possLle personal injury and property damage. I or general guidance regarding the latxicatkxt storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI,Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcila[le from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732546 10007T0 T42 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:40 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-4XtsUclUnpsj lolspzpP3r21 RMArCi2EgFb89rzAznX 1-4-0 1-7-0 4-6-0 6-9-8i 12-4-12 18.0.0 21-11-0 26-1-8 i 11-4.0 I 1-7-0 2. 11.0 } 2-3-8 5-7-4 5.7.4 3-11-0 4-2-8 Scale=1:61.4 10 ;r • 7x10i1i1 �- 'L 31 .ter i r\ r -- 16 77 i $ 6 4x5= 7x10 N 34 I I =— = - 15 14 12 11 2x4 I I 4x5= 3x6 4x10= 4x5 1-7.0 014�41 I 4.6.0 i 6-1-0 6.9 12.4-12 i 18-0-0 i 261.8 l 0.4 4 2-11.0 1-7-0 0-8-8 5-7-4 5-7-4 8-1-8 1-2-12 Plate Offsets(X,Y)-- j2:0-4-7,0-2-71,14:0-3.4,0-2-41,116:0-3-4,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.43 11-12 >532 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 11 n/a rila BCDL 10.0 Code F8C2014/TPI2007 Matrix-MS Weight:188 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. 6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-10-11,9-11 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 1-6-0 (0.131-x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 11=743/Mechanical,2=331/0-3-8,16=1084/0-7-12 Max Horz 2=264(LC 12) Max Uplift 11=-122(LC 12),2=-103(LC 12),16=-208(LC 8) Max Gray 11=793(LC 17),2=331(LC 1),16=1084(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-598/0,8-9=-654/0 BOT CHORD 2-17=-361/199,6-16=-261/97,12-14=-98/559,11-12=-65/279 WEBS 5-16=-253/176,14-16=-124/594,7-16=-780/65,8-12=-388/91,9-12=-35/653, 9-11=-634/153 NOTES- 10%11 iiii )W nd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=oft;Cat. `,,`,SPS�A. ���i, II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 4-6-0,Interior(1)4-6-0 to 25-11-12 zone;cantilever ,�• 0 •E• ' 'T ,i.. left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �� k'\.\C2 N`SF•••2j °• DOL=1.60 • • i 2)Provide adequate drainage to prevent water ponding. N O 3 9380:sii.f.cce-3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .* •_ti�E 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 = +twill fit between the bottom chord and any other members,with BCDL=10.Opsf. =-0 � '5)Refer to girder(s)for truss to truss connections. • U6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �i=-0-=r T (V11=122,2=103,16=208. �0�=.' s <7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i�,� ` 0 R 1 v•. -�''SS��NA�, • c.\ • tt Thomas A.AlbanI PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 0 WARNING-Wally design parematars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. + Design valid for use only with MITekT'S 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 aplllcablity of design parameters and property 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 possible personal Injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing 01 trusses and teas systems,seeANSI/1PI1 Quality Criteria.OSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexaxida,VA 72314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply Catalina T8732547 1000770I T43 i Monopitch 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:41 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dqJ 11 ylhhD-YjREhym6Y7?awyK2MhKeb3aClmc2x8GNwLhhHzAznW 6-1-3 11.11.0 6-1-3 5-9-13 2x4 I I Scale=1:22.3 3 ill 3.00 NT 11 4x5 2 d: gill 10 1 17 5 4 2x4 I 4x5= 355=- 0-4-4 0.4.41 6-1-3 I 11-11-0 I 0-4-4 5-8-15 5-9-13 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell LA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.08 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(TL) 0.02 4 nVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. REACTIONS. (lb/size) 1=493/0-3-8,4=449/Mechanical Max Horz 1=93(LC 8) Max Uplift 1=-182(LC 8),4.191(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-928/679 BOT CHORD 1-5=-727/858,4-5=-727/858 WEBS 2-4=-862/726 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh 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 11-9-4 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. 0011111//1,_ 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 ,��� S A. /// will fit between the bottom chord and any other members. ``N MP` 471 , 4)Refer to girder(s)for truss to truss connections. •s .r�•'•Ci E N '9 •i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� k , \,\ S�`�•,'j 1• . 1=182,4=191. • • i No 39380 .--,:: ::::.-3).-:: :,,-;3...6:j.0---°‘I\IRA‘t-9111-1:t.•:-;.\*::14::::1: iiiis►IIII Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 i . 141. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10/03!2016 BEFORE USE. Design valid for use only with Milek8 connectors.nils 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 parameters and properly Incorporate this design into the overall briding design. Racing 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 wtih possible personal injury and properly damage. for general guidance reaming the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI 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 Job Truss Truss Type Qty Ply Catalina T8732548 10007T0 T44 i MONOPITCH 8 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:42 2016 Page 1 ID:DzLi?nN52NO9EHly dgJ11ylhhD•Ow?cvHnIJQ7RX6vEwOrt8G7MsAxLgc_X7Z4EDkzAznV -1-4-0 6-1-3 11-11-0 1-4-0 i 6-1-3 5-9-13 Scale=1:21.7 2x4 I 4 3.00 NY 12 4x5 3 c. 1010 4 11 2 r; 6 5 2x4 I 4x5= 3x5= 0-4-4i 6-1-3 I 11-11-0 i 0.4.4 5-8-15 5-9-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 807 CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. REACTIONS. (lb/size) 2=581/0-3-8,5=441/Mechanical Max Horz 2=109(LC 8) Max Uplift 2=-235(LC 8),5=-186(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-888/664 BOT CHORD 2-6=-716/817,5-6=-716/817 WEBS 3-5=-817/714 NOTES- 1)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 11-9-4 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. _.10111111/ii, 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 sOts S A. //1 will fit between the bottom chord and any other members. `• O�P Are 4t 4)Refer to girder(s)for truss to truss connections. `Nz G ESN '9 , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� k •. \,\ `SF.•.4, °• 2=235,5=186. •• No 39380 .. ,4 Tte:. ' - -.r • 0 . ; '0 ' 40R1O• *(-, $ ', �'1 "'/ON NN � Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mr-7473 rev.10/032015 BEFORE USE. Design valid for use only with Woke connectors.Ibis 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 tris 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 !c always required for stability and to prevent collapse with possible personal inluy and property damage. For general riddance regarding the i fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/IPI l Quality Criteria,DSB-89 and SCSI 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 iTrtissType Qty Ply •Catalina 10007T0 T45 GABLE 1 1 Job Reference(optional) • Building Component Supply,Jacksonville.Ft 32256 8.000 s Jan 5 2016 MiTek Industries.Inc. Tue May 31 20:24:03 2016 Page 1 • I D:DzLi?nN52N09EHIv_dgJ 11 ylhhD-2gu1 TB2Ex?o12xC IuyPLSUhiixW YewgEBEzkYgzAu5Q -1-4-0 6-8-812-0-8 I . 1-4-0 6-8-8 --- ----- -- , 5-a-0-0 Scale=1:22.5 3x6= 5x6 5 I r 4ii 4 4x5 3.00 12 3x4 11 10 11111 .07)3 2 -"1111111111111111111A _ • Ei_11110111111111111111111111111 . _12123 " 6x6= 7 6 4x10 II 4x5- 6-8-8 12-0-8 I 6-8-8 i 5-4-0 i Plate Offsets(X,Y)-- [2:0-1-12,Edgel,[2:0.3-7,0.1-111,15:0.3-0,0-2-121 LOADING(psf) 1 SPACING- 2-0-0 CSI, DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 7-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.19 7-21 >746 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Hotz(TL) 0.02 23 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=570/0-3-8,23=438/0-1-8 Max Horz 2=99(LC 8) Max Uplift 2=-118(LC 8),23=-71(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-667/49,3-4=-718/71,4-5=-63/310,6-18=-27/343,5-18=-27/343 BOT CHORD 2-7=-168/1054,6-7.168/1054 WEBS 4-6=-1016/161 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45tt;L=24th eave=4tt;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-9-6,Interior(1)1-9-6 to 11-7-4 zone;C-C for 00111111/1,1 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ott &S S A, lIi� 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 •• (r-.\Ar- -14 l,• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. ,♦♦k`Z�.•••\G E N S6'....r/�'• ,. 4)Gable studs spaced at 1-4-0 oc. • •• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 . 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 -• 'lc will fit between the bottom chord and any other members. � 7)Bearing at joint(s)23 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify 7:-O'. ,% . _r capacity of bearing surface. .T' E : 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)23. _Q-,r � 9)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding118 lb uplift at 2 and 71 lb uplift at �' '' ' ' P P jointP - C.\ `` OR1v• . \�• joint 23. ' `' • • 10)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,00,j S1, N M.�,�♦♦ LOAD CASE(S) Standard "1/1/111111‘• Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE Not Design valid for use only with Mitek®connectors.Ihls design Is based only upon parameters shown,and Is for(xi Individual building component,not a truss system.Before use,the building designer must verify the applicdiAlty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IrrdMdu i truss web and/or chord members only. Additional ternpxrcxy axl permanent bracing MiTek' Is always required for stabilty 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/IPt I Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcikale from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 j Job Truss Truss Type Qty Ply Catalina T8732550 10007T0 T46 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:43 2016 Page 1 I D:DzLi?nN52NO9E Hlv_dgJ 11 ylhhD•U6Z?6doN4kF I9GURU6M6gUgTBZGZP5rgM DgolAzAznU 1-4-0 1-6-0 __ 5-7-8 9-7-8_ _-__. 13-7-8 _ 17-9-0 .... 193-0 20.7-0 -.1-4-0 I- 1.6-0 1 -__- 4-1-8 4-0-0 I 4-0-0 i 4-1-8 1-6-0 1.4-0 i Scale=1:36.9 4x10= 6 r 4,5% 44 r r 45 4x5 5 r : 7 P , N 14 11 ` 6.00(12 3x4 \\ 4 3 4 I,r ✓ ^ 10x14= r . 46g // 9 ' 15 13 , 10 av 4x5 2 '� 4x5. ��� 11 ii 16 3.75112 12 6x6 II 10x14 10x14 6x6 II ±0 1-6-0 I 5-7-8 9-7-8 I 13-7-8 I 17-9-0 118.8.01931 7-0`0 -11.0 4-1-8 4-0-0 4-0-0 4-1.8 0.11-0 7 Plate Offsets(X,Y)-- 12:0-2-8,0-1-41,f6:0-5-0,0-1-4],110:0-2-8,0-0-101,112:0-4-8,Edgel,114:0-7-0,0-3-111,116:0-4-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP " TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.23 14-15 >986 180 BCLL 0.0 ' Rep Stress Incr YES ' WB 0.44 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=850/0-3-8,10=850/0-3-8 Max Horz 2=85(LC 11) Max Uplift 2=-292(LC 12),10=-292(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-656/749,4-5=-1844/1794,5-6=-1558/1410,6-7=-1558/1398,7-8=-1844/1809, 8-10=-656/750 • BOT CHORD 2-16=-564/521,15-16=-503/480,14-15=-1466/1684,13-14=-1497/1684,12-13=-520/480, 10-12=-580/521 • WEBS 6-14=-1141/1116,7-14=-328/446,8-13=-1058/1164,8-12=-362/241,5.14=-328/451, 4-15=-1072/1164,4-16=-362/236 NOTES- 11111111/1 1)Unbalanced roof live loads have been considered for this design. ,,0%� S A, 1$, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0ps1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `�� oP 4, _ II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(])1-8-0 to 9-7-8,Exterior(2)9-7-8 to �� ..>O ...ZEN , 12-7-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions ,.• A. •••\,.\ `Sr "*.2j i. shown;Lumber DOL=1.60 plate grip DOL=1.60 : No 39380 •. 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 studs spaced at 1-4-0 oc. 7.-p. � s 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . - -; T, w . . - 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 ,-Q-= 1' - . •.: will fit between the bottom chord and any other members. 0. . '_ 7r:. `• \�,�. 8)Solid blocking is required on both sides of the truss at joint(s),2,10. �, `` ORC? ��9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��jSs�.•••••• � ��`2=292,10=292. i,,.811111111%•- . ��N A�1 �`•s Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 r WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.101032015 BEFORE USE. � � ! Design valid for use only with Mucus connectors.this design Is based only upon parameters shown.and is for an individual betiding component.not wit a teas system.Before use.the txikling designer must verify the app4babilty of design pxxarneters and property Incorporate this design Into the overall bulking design. Bracing indicated g to prevent buckling of Wrdivkkxi 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 Inkey and properly damage. For general guki nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/IPll Quality Criteria.DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety information available from buss Plate institute,218 N.Lee Street,Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss i Truss Type Oty Ply Catalina T8732551 ', 10007T0 T47 SCISSORS 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:44 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-y16NKzo?r2N9nP3d2p1 LDhCkSzVe8X9gbtZLIczAznT -1.4-0 1-6-0 , 5-6-12 9-7-8 13-8-4 17-9-0 19-3-0 , 20.7.0 1 1-4-0 1-6-0 4-0-12 I 4-0-12 4-0-12 { 4.0-12 1-6-0 1-4-0 Scale=1:37.2 4x10= 5 6.00 FIT 4x5 26 27 4x5 6 csi Ire y 11 444 sxs 3 25 8x12- 2875x6 2 Ob' 4 8 lei if MOIlia NW 9 7.1 12 3.75 1210 3x8 1 7x10= 7x10= 3x8 1 ,0 7-Ol 1-6-0 1 9-7-8 I 17-9-0 1 18.8.0 119.3.1 b-7.0 0-11-0 8-1-8 8-1-8 0-11-0 b-7-0 Plate Offsets(X,Y)-- [2:0-3-0,0-1-8],13:0-3.0,0-2-41,14:0-1-12,0-2-01,[5:0-5-0,0-1-4],[6:0-1-12,0-2-0],[7:0-3-0,0-2-41,18:0.3-0,0.1-81,[11:0-6-0,0-3-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.42 10-11 >556 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.42 10-11 >552 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.13 8 n/a ilia BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSWeight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-4-8,Right 2x6 SP No.2 1-4-8 REACTIONS. (lb/size) 2=850/0-3-8,8=850/0-3-8 Max Horz 2=-91(LC 10) Max Uplift 2=-292(LC 12),8=-292(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-713/865,4-5=-1449/1373,5-6=-1449/1361,6-7=-713/865 BOT CHORD 2-12=-595/541,11-12=-1052/1408,10-11=-1088/1408,8.10=-616/541 WEBS 5-11=-1112/1012,6-10=-929/524,7-10=-609/414,4-12=-929/540,3-12=-608/414 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=5.0pst;h=25ft;B=45tt;L=24tt;eave=411;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 �,� 1):+1.11,411 11, 12-7-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions ,`��� S A, ii, shown;Lumber DOL=1.60 plate grip DOL=1.60 `,%Ow... A4e /ie 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� ••G E•N -9 i 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 .� & •••V `S .*.•2j i. will fit between the bottom chord and any other members. • i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=1b) N O 39380 2=292,8=292. • —* ..• • .I.• • T . : %_ &S• OR ,O•; ••r, `� dv- 4,""tinfl%%t' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verily design paramsfan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rw.10/03/2015 BEFORE USE. Design valid for use only with Mllekt 1 connectors.This design Is based only upon parameters shown,and is for on Individual building component,not a truss system.Bolore use.the txAlding designer must verily the applicability of design parameters and properly Incorporate this design into the overall bulking design. Btaci ng indicated Is to prevent buckling of irrdMdual 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 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of teases and teas systems.SeeANSI/TPI l Quality Crltena,DSB-89 and 8C51 Building Component Safety information mailable from Truss Plate Institute,218 N.Lee Street.State 312,Wexcxada,VA 27314. Tampa.FL 33610 — Job [Truss Truss Type Qty Ply Catalina T8732552 10007T0 i T48 COMMON 1 1 I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:45 2016 Page 1 ID:DzLi?nN52NO9EHly_dgJ11ylhhD-RVgIXJpdcLVOOZepbXOamvltrNs6t12zgXJvg2zAznS •1-4-0 7-0-0 9-7-8 i 12-3-0 19-3-0 i 20-7-0 1-4-0 7-0-0 2-7-8 2-7-8 7-0-0 1-4-0 Scale=1:36.9 4x10= 5 2x4\\ 0% 2x4// \ 4 6.00�12 6 n J- 445 i 20 21 4x5 3 7 240, ` 8 d Y a oh 11 10 = 3x8 II 4x10= 3x6 3x8 II 9.7.8I 19-3-0 9-7-8 9-7-8 Plate Offsets(X,Y)-- (2:0-4-1,Edge),15:0-5.0,0.1-4),(8:0-4-1,Edgel 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) -0.12 11-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.32 11-18 >732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 2 n/a ri/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 8=850/0-5-8,2=850/0-5-8 Max Horz 2=-91(LC 10) Max Uplift 8=-130(LC 12),2=-130(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1094/212,4-5=-891/203,5-6=-891/203,6-8=-1094/212 BOT CHORD 2-11=-84/916,8.11=-98/916 WEBS 5-11=-143/709,6-11=-321/154,4-11=-321/155 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 8=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 9-7-8,Exterior(2)9-7-8 to +�1 1 l l/ 12-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,���,` A. ,����� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� MP q(e I, 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 `� •O GEN -T �� will fit between the bottom chord and any other members. . k • N.,� S - .•Zj .. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=130,2=130. No 39380 yt • ---•'- -----1-� ...... ..T �attr'' ;,lL :,.. • , ., O R �O••'r, ..:. '°•'�4/SAONAtE�0 �iiIiii Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,201 66 0 WARNING•Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7073 rev.10r03/4015 BEFORE USE. fat Design valid for use only with Mi1ek29 connectors.ills design Is based only upon parameters shown,and Is for an individual 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 txldng design. Bracing Indicated is to prevent buckling of IndMduali 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 guidance warring the fabrication,storage,delivery,erection and bracing o1 trusses and truss systems.seeANSI/TP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely InformatIon available from Truss Plate Institute,218 N.lee Street.Su lie 312,Atexarxdria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina 1 T8732553 10007T0 i T49 COMMON 1 1 I , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:46 2016 Page 1 ID:DzLi?nN52NO9EHIv dgJ11ylhhD-vhE7kfgFNfdt0jDO9Evp1612CnCGcUE62B2SMVzAznR 7-0-0 9-7-8 12-3-0193.0 20-7-0 7.0.0 2-7-8 i 2-7.8 7-0-0 I 1.4.0 Scale=1:36.5 4x10= 4 411 2x4\\ x4 i/ 6.00 12 5 3 N 5 19 4x5 i 20 4x5 6 2 1 4._40* 7 immi 14I 8 >o 10 9 A 3x8 II 4x10- ' 3x8 II 9-7-8 19-3-0 9-7-8 9-7-8 Plate Offsets(X,Y)-- (1:0-3-8,Edgel,(4:0-5-0,0-1-41,f7:0-4-1,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. ' DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Verl(LL) -0.12 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.32 10-13 >713 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.27 Horz(TL) 0.03 1 n/a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.6 oc purtins. 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=767/Mechanical,7=853/0-5-8 Max Horz 1.89(LC 10) Max Uplift 1.84(LC 12),7=-131(LC 12) II FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1104/231,3-4=-900/220,4-5=-898/207,5-7=-1100/220 BOT CHORD 1.10=-107/928,7-10=-109/922 WEBS 4-10=-1641720,5-10=-321/154,3-10=-331/157 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=4511;L=24ft;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 9-7-8,Exterior(2)9-7-8 to ,,'� I l���,, 12-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��� S A, . 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,"OMP Ade , 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 e - .•• r- E N '9 will fit between the bottom chord and any other members. �s k •. ,,.\ `S(C.'.?/ °i 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)1 except(jt=lb) No 39380 _ 7=131. • * _�', • :: -..-04-,..--,-___,..-:;.- - ... <v . .. -, ,-.•....„ .,.. , 0 R IV./ \� , A'''SS/0 • N A1-Ec.�`�, �i•11.11tilt-`, Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE 111111 i Design valid for use only with Mllekn connectors.Ms design Is based only upon pxrcrneters shown.and Is for(el inadMdual building component.not a truss system.Before use.tux:bulking designer must verity tlx:applicability of design parameters and property Incorporate this lesion Into the overall bunking design. Wackng Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional tnnporary and permanent bracing Mulek' Is always required for stability and to prevent collapse with possible personal miry and properly damage. for general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Catalina T8732554 10007T0 IT50 Jack-Closed Girder 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:46 2016 Page 1 I D:DzLi?nN52NO9EHlv_dgJ 11 ylhhD-vhE7MgFNfdtOj D09Evp1615pnGxcYW62B2SM VzAznR 3-0-8 3-0-8 2x4 II Scale=1:13.8 3 2 6.00 12 II I 1 a 1il 9 5 THD26 2x4 4 5x6= 3-0-8 I 3-0-8 Plate Onsets(X,Y)-- 0:0-0-0.0-2-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.02 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-8 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=526/0-5-8,5=454/Mechanical Max Horz 1=43(LC 8) Max Uplift 1=-48(LC 8),5=-71(LC 8) 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.Opsl;h=251h 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 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 100 lb uplift at joint(s)1,5. ,�� ��� 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-2-12 from the left end to connect truss(es)to ,���• Cj A, i,,, • back face of bottom chord. ,`,s gJ A4.e iii 7)Fill all nail holes where hanger is in contact with lumber. •s ,, O•••G E•N 'T .. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � k •••V\ `SF•••2j 1. LOAD CASE(S) Standard • � No 3.9.380 - .�:. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .: Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-6=-20 • -p • s Concentrated Loads(Ib) • .T, - :Piz' Vert:9=-747(B) • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 l mit 0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10403/2015 BEFORE USE. Design vdkl for use only with Mllekic connectors.Mils design Is txfsedi only upon Ixraneters shown.and Is for an indMclual holding component,not a truss system.Before use,the Wilding designer must verify the applicability of design parameters and properly kscorrxxato this design Into the overall building design. firachg Indicated Is to prevent buckling of Ir dMdtxi truss web and/or chord members only.Additional temporary aid permanent bracing MiTek' Is always required for stdilltty and to prevent collapse with possbte personal Injury and property damage. For general guidance regarding the fatrk:atlon,storage,delivery-erection and bracing of Busses arid truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. I Safety Information avdkmte from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 l Job TrussTruss Type I Qty Ply Catalina T8732555 1000710 T51 ROOF SPECIAL GIRDER 11 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:47 2016 Page 1 ID:DzLi?nN52NO9EHlv_dgJI tylhhD-NtoVy?rtazlketoCjyR2rKg6zBYOLm4GHro?uxzAzna -1-4-0, 3-0-8 6-7-7 10-0-9 13-7-8 16-5-10 20-2-8 24-10-8 29.10-0 31-2-0 11.4.0 ' 3.0.8 i 3-6-15 3-5-3 I 3-6-15 I 2.10.2 3-8-14 4-8-0 } 4-11-8 11.4-0 Scale=1:53.8 5x8= 9 Jr 5x12 NAILED NAILED g 4x5 6.00 12 8x12 4x5= 2x4 I I 7x10= �. 10 J: 4 NAILED 5 NAILED 6 •.,' ' 4x5 f- --'1 r f' 7 4x 3 30 31 '�6 33 34 � 11 cv N 1 2 TAP- mi - � _ •` 12 13 N r. .. :. 21 2036 37 1938 18 1716 15 14 4x6 I I 2x4 I NAILED 4x6= 4x10_ 5x6=3xS MT2OHS= 4x10= 2x4 I I 4x6 I Special NAILED NAILED JUS24 2x4 I 3-0-8 6-7-7 10-0-9 13-7-8 16-5-10 19-3-12 24-10-8 29-10-0 3-0-8 3-6-15 I 3-5-3 3-6-15 { 2-10-2 I 2-10-2 I 5-6-12 { 4-11-8 Plate Offsets(X,V)-- 12:0-3-5,0-0-5],[4:0-5-3,Edge],[8:0-4-13,0-2-41,[12:0-3-5,0-0-5],[18:0-2-4,0-2-01,120:0.2-8,0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Verl(LL) -0.44 18-19 >813 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Verl(TL) -1.11 18-19 >324 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Ina NO WB 0.94 Horz(TL) 0.14 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-1 oc purlins. BOT CHORD 2x4 SP SS`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-17:2x4 SP No.1 9-5-0 oc bracing:19-20 WEBS 2x4 SP No.3"Except' 7-11-4 oc bracing:18-19. 8-18:2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1623/0-5-8,12=1444/0-5-8 Max Horz 2=97(LC 7) Max Uplift 2=-241(LC 8),12=-208(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2568/331,4-5=-4391/587,5-6=-5867/790,6-7=-5867/790,7-8=-6484/866, 8-9.2410/349,9-10=-2066/303,10-12=-2319/290 BOT CHORD 2-21=-227/2213,20-21=-223/2208,19-20=-514/4391,18-19=-714/6026,16-18=356/3367, 15-16=-356/3367,14-15=-180/2005,12-14=-180/2005 WEBS 4-20=-329/2470,5-20=-1070/198,5-19=-232/1687,7-19=-482/333,7-18=-2929/431, 8-18=-513/3847,8-15=-1935/298,9-15=-211/1721,10-15=-288/104 `,,III I I I II/III NOTES- ��.`%MIPs A. 4 /ii, �, i, 1)Unbalanced root live loads have been considered for this design. �� % o • G E•0/ '9� . 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=451t;L=30f1;eave=oft;Cat. �� k •• \,\ `SF•••4. °•• 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. • No 39380 • . 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =-0 '_� • t will fit between the bottom chord and any other members. : ' . ..44/.- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) •:-0:,4:T _ 2=241,12=208. -•v ^.• 0 '• -.,.� 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 10-6-4 from the left end to connect truss(es)to #j 0 R 1 G ,' back face of bottom chord. //,SSS........�`it ,%% A l all nail th X10)") NAILED"indicates nal catesoles r3-10de g(0.148"x3")or 3-er is in contact 112d 1(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. "I /ON i t•- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down at 3-0-8 on bottom Thomas A.Alban'PE No.39380 chord. The design/selection of such connection device(s)is the responsibility of others. MITek USA,Inc.FL Cart 6634 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiIukt(connectors.This design Is based only upon para neters shown-and is for an Individual ding component,not a truss system.Before use,the txiking designer roust verify the applicability of design parameters and;xolxrrly kx:orpcxate this design Into the overall building indicated ng design. Bracing kcated is to prevent buckling of Individual truss web and/or chord members only. Additional tempcxary and permanent bracing MiTek' Is always required for stabIity and to prevent cottq'se with possible personal injury and property damage. For general guidance regarding the 1111. fa rlcalien,storage,delivery,erection and tracing of truss s and taus systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information mailable from lru ss Plate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Date: Tampa.FL 33610 Job T Truss Truss Type Oty Ply Catalina T8732555 1000710 T51 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:48 2016 Page 2 I D:DzLi?nN52NO9E Hlv_dgJ l l ylhhD-r3Mt9LsVvGtbF 1 MOHfyHNXN HiauF4DKPW VXZR NzAznP LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,7-9=-60,9-13=-60,22-26=-20 Concentrated Loads(Ib) Vert 4=-9(B)21=-14(B)30=-9(B)32=-9(B)33=-9(B)35=-13(B)36=-13(B)37=-13(B)38=-434(B) 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 MITelat connectors.This design Is based only upon parameters shown.and is for an kxflvldual building component,not a truss system.Before use.the b uIlding designer roust verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Irxficated Is to prevent budding of Indivkfual truss web and/or chord members only.Additional tern;'massy and permanent tracing MiTek' Is always required for stability and to prevent collapse with pxssCae personal Inks,/and properly 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. Safety Information available from buss Plate Institute.218 N.Lee Street,Suite 312.Aletccoxirk,VA 22314. Tampa.FL 33610 Job Truss Truss Type (Oty Ply Catalina T8732556 10007T0 T52 ROOF SPECIAL '1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:48 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl lylhhD-r3Mt9LsVvGtbF1 MOHfyHNXNLcauZ4DnPWVXZRNzAznP -1-4-0, 5-0-8 10-4-0 15-7-8 20-2-8 24-10-8 29-10-0 31.2-0 ' 1-4-0 ' 5-0-8 5-3-8 5-3-8 4-7-0 4-8-0 4-11-8 i 1-4-0 Scale=1:54.2 7x10= 7 7x10 4x5- 7x10= 3,40y0.11° 31 244 i 6.00 12 4 5 8 a 1 1,1JPP 4x5 i 26 4x5 Z 3 25 32 9 sr v 10 `T' �1 2 ✓ �' ' I a I ' se ' 11 1d X 14 r= 16 15 13 12 3x8 I 2x4 ,I 4x5= 3x8 MT2OHS= 4x5= 3x8 I I 5x8= 5-0-8 10-4-0 15-7-8 20.2.829-10-0 I 5-0-8 5-3-8 I 5-3-8 4-7-0 9-7-8 Plate Offsets(X,Y)-- (2:0-4-1,Edge1,(4:0-4-4,0-2-01,(10:0-4-1,Edge1,(13:0-2-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.24 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 i Vert(TL) -0.60 13-15 >600 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress!nor YES WB 0.91 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8.11-13 oc bracing:13-15. SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1273/0-5-8,10=1273/0-5-8 Max Horz 2=-97(LC 10) Max Uplift 2=-177(LC 12),10=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1988/379,4-5=-2841/547,5-6=-3049/576,6-7=-3562/721,7-8=-1773/353, 8.10=-1985/385 BOT CHORD 2-16=-257/1709,15-16=-254/1711,13-15=-433/2841,12-13=-165/1526,10-12=-270/1714 WEBS 4-15=-233/1288,5-15=-488/165,6-13=-1819/427,7-13=-502/2393,7-12=0/350, 8-12=-266/123 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1.10111111/1/1, 0; 2)II; nd:ASCE ExpB;EndI.,lGCpii10.18;MWFRS(direct one)and C-C Exterior(2)-1-4-010 nd gust)Vasd=101mph; 1-8-0,Interior(1)1 8-0 to 5-0.8,Exterior(2)5-0-8 toat �•��`•lk A. A461:10e, ,' 8-0-8,Interior(1)15-7-8 to 31-2-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip •� ,.•........•••• ° DOL=1.60 ``�,<�`•.\, Ci E N' �'•.?/ '; 3)Provide adequate drainage to prevent water ponding. • 4)All plates are MT20 plates unless otherwise indicated. No 39380 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. =-p; / • • - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . •r T' �- 2=177,10=177. '0�°, .< 0R %Q•`•• . •• ,e'sSS�nNAt- �.�`�• riiiiili Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 __ 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10103r201S BEFORE USE. Design valid for use only with MI1ek5s�connectors.This design Is based only upon parameters shown.and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design lxxarneters and properly I scorpxxate this deign Into the overall building design. Bracing Indicated is to prevent buckling of IrdMdual 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 possible personal Inkay and properly damage. For general guidance regarding the 6904 Parke East Btvd. fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safety Information a vala ble from Truss Plate Institute,218 N.Leo Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732557 10007T0 I T53 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:49 2016 Page 1 ID:DzLi?nN52NO9EHIvdgJllylhhD-JGwGNhsaga?StBxbgMTWwIwSb_Ddpm9Zk8H6zgzAznO -1-4-0 7-0-8 12-4-0 17-7-8 20-2-_8 24-10-829-10-0 31.2.0 '1-4-0 I 7-0-8 5-3-8 5-3-8 I 2-7-0 4-8-0 4-11-8 11-4-0 Scale=1:54.2 4x10= 7x10 7 - 2x4 II 7x10= /` 4 5 6.00 F12 1110.1111. 28 2x4 rsi25 1 0 Y 4x5 i 4x5 N •• 1N V 0 3 24 29 9 •• 10 2 15 14 13 12 2x4 I 4x10= 3x6= 4x10= 3x8 I 7-0-8 12-4-0 20-2-8 29-10-0 I 7-0-8 I 5-3-8 I 7-10-8 I 9-7-8 I Plate Offsets(X,Y)-- 12:0-4-1,Edge),14:0-4-4,0-2-01,17:0-5-0,0-1-41,110:0-4-1,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.15 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.43 12-14 >838 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.11 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:152 lb FT=20% i 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. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1273/0-5-8,10=1273/0-5-8 Max Horz 2=97(LC 11) Max Uplift 2=-177(LC 12),10=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1946/375,4-5=-2263/464,5-6=-2263/464,6-7=-1730/366,7-8=-1768/352, 8-10=-1987/392 BOT CHORD 2-15=-233/1658,14-15=-232/1662,12-14=-318/2192,10-12=-276/1715 WEBS 4-14=-138/746,5-14=-360/144,6-12=-1203/304,7-12=-211/1272,8-12=-267/128 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=4511;L=30ft;eave=4ft;Cat. .0111111/g., 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 7-0-8,Exterior(2)7-0-8 to ,•ti�� 10-0-8,Interior(1)17-7-8 to 31-2-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip `�s• oPS A, A4e e•,, DOL=1.60 s� Zs ''G E'N -74,'. 3)Provide adequate drainage to prevent water ponding. '� •*V SFS'• / �i 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 wideN O 39380 _r 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=177,10=177. :-o 1 — ! Z r . • rY~ <<5•` OR1O••r,.\ % Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0312015 BEFORE USE. mg Design valid for use only with Mitek®connectors.Ns 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 appllcabltty of design Fxxameters and properly krconxrate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additions 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 East Blvd.fabrication.storage,delivery,erection and bracing of trussesand truss systems seeANSI/TPI I Quality Cd6904 ferla,DSB-89 and BCSI Building Component Tampa.04 ParkeFEast 0 Safety information available from Truss Plate institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Catalina T8732558 10007T0 T54 HIP 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:50 2016 Page 1 ID:DzLi?nN 52NO9E HIv_dgJ I 1 ylhhD-nSUea 1 tmRu7JV KW nO4ITySgDOa5YITizoOgVGzAznN -1-4-0 7-0-8 9.0.8 . 14-11-0 20-9-8 , 22.9-8 . 29.10-_0 31.2.0 1.4-0 1 7-0-8 I 2-0-0 5-10-8 5-10-8 ` 2-0-0 ' 7-0-8 ' 1-4-0 I Scale=1:53.3 7x10 2x4 '1 7x10 5 26 27 6 28 29 7 2x4\\ 8 2x4// 6.00 12 4 25 30 1 8 is N 4x5 G24 31 9 x5 3 2 • 10 11 701 i1 El LSI_.____ :d. 15 M. 14 13 12 3x8 II4x5= 3x6 4x5= 3x811 4x10= 9-0-8 14-11-0 20-9-8 29-10-0 ' 9-0-8 1 5-10-8 I 5-10-8 9-0-8 I Plate Offsets(X,Y)-- f2:0-4-1,Edge],15:0-4-4,0-2-0L 17:0.4-4,0-2-01,110:0.4-1,Edge] I 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) -0.12 15-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.34 15-18 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.19 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 I Code FBC2014ITPI2007 Matrix-MS Weight:155 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1273/0-5-8,10=1273/0-5-8 Max Horz 2=92(LC 11) Max Uplift 2=-177(LC 12),10=-177(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1940/413,4-5=-1770/413,5-6=-1858/442,6-7=-1858/442,7-8=-1770/413, 8-10=-1940/413 BOT CHORD 2-15=-264/1659,13-15=-185/1556,12-13=-198/1556,10-12=-276/1659 WEBS 5-15=-62/384,5-13=-115/478,6-13=-406/171,7-13=-115/478,7-12=-62/384 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.Opsf;BCDL=5.0pst;h=25fh B=45ft;L=30ft;eave=4ft;Cat. X1111111/ 11. FRS )and C-C DO0=]60 Interior(1)25-0-7 to 31 2-0 zone;C-C for lme members and forces)&1MW FRS for Oreacti ns shown;Lumber DOL=1 60)pla a grip ```•�O��s.A A,"/,,,�, 3)Provide adequate drainage to prevent water ponding. `��,``r,••\,\GEN` e..2j�.. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • • i 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 No 393.80 • - 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=177,10=177. =-fl; . 4 �_Ly% T '. 'e % GR1V.•`.•��,s Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. t Design vdkl for use only with Mtlekg connectors.lhls design Is based only upon rxxorrroters shown.and Is for an Individual budding component.not cr fans system.Before use-the balding designer must verity the applicability of design rxxaneters and properly incorporate this design Into the overall txldng design. Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only.Addlional temporary crit permanent bracing Milek• is always required for stability and to prevent collc>,se with possible personal injury and property damage. For general guidance regarding the fabricaflon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 TOb Truss Truss Type Qty Ply Catalina I T8732559 10007T0 T55 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:51 2016 Page 1 I D:DzLi?nN52N09E HlvdgJ 11 ylhhD-Fe20oMuOBBF96U5zynV_?A?o6ow HkZrCSmD 1 izAznM •1.4-0 5-8-0 11-0-8 18-9-8 24-2-0 29-10-0 1-4-0 5-8-0 t 5-4-8 7-9-0 5-4-8 5-8-0 l Scale=1:51.6 7x10 3x4// 3x4// 3x4// 3x4// 3x4// 6x8 5 25 26 27 6 6.00 12 4:v 4x5 2428 4x5 4 � 7 0 N 29 4X5 i 4X5 23 3 8 2 4, 1 9 11 o 411 '! E. �� % d :4 b 14 13 12 11 10 3x8 I i 2x4 I 4x5= 3x6— 4x10= 2x4 II 3x8 II 5.8.0l 11-0-8 18-9-8 I 24-2-0 29-10-0 i 5-8-0 5-4-8 7-9-0 5-4-8 5-8-0 Plate Offsets(X,Y)-- [2:0-4-1,Edgel,15:0-4-4,0-2-01,16:0-3-4,0-2-41,[9:0-4-1,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.32 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.10 9 n/a rVa BCDL 10.0 Code FBC2014fTPI2007 Matrix-MS Weight:167 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS Web Brace:Length(member) 7-1-3(5-11); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 9=1192/0-5-8,2=1275/0-5-8 Max Horz 2=108(LC 11) Max Uplift 9=-131(LC 12),2=-178(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1992/397,4-5=-1674/382,5-6=-1448/382,6-7=-1677/379,7-9=-2005/396 BOT CHORD 2-14=-305/1714,13-14=-305/1714,11-13=-201/1446,10-11=-296/1729,9-10=-296/1729 WEBS 4-13=-334/120,5-13=0/403,6.11=-2/404,7-11=-348/124 NOTES- 1)Unbalanced roof live loads have been considered for this design. 111111111 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. ,,`�� foil 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 11-0-8,Exterior(2)11-0-8 to ♦♦♦• 11.%1' A, q4e%, 23-0-7,Interior(1)23-0-7 to 29-10-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ♦ ........ -T 'e DOL=1.60 `♦.k.•• V\ M S�•••-6% °o 3)Provide adequate drainage to prevent water ponding. • • • i 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. N O 39380. 5)'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 fall by 2-0-0 wide z will fit between the bottom chord and any other members,with BCDL=10.Opsf. — • ..41.1... 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =-fl•• • e 9=131,2=178. . , • .:,;_o_., . ,...._ • ..... ...,..0.,..._ : .,,..N. ..0RI0•`,.���♦ C� ♦ •• • 61 �ONAl-� 0% ii, 1111111 Thomas A.Alban'PE No.39360 MRek USA,Inc.FL Ceti 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Veity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1LW3,20t5 BEFORE USE mg Design wild for use only with Mllek4>connectors.this design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,ttso building designer rrrust verify the applicability of design rxraneters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucklkrg of frillvklud truss web and/or chord members only.Addtbnal temporary aril permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Yyuy aid property damage. b r general guidance regarding the 6904 Parke East Blvd. labrIcatkn.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/WPlt Quality Criteria.DSB-09 and BCSI Building Component Safety information avdable from/mss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job 1Truss Truss Type Qty Ply Catalina T8732560 10007T0 1756 HIP 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:52 2016 Page 1 ID:DzLi?nN52N09EHIv_dgJ11 ylhhD-jrbO?ivOyVNOkeg9VVODYNY?mCHVO7L?R6Vma8zAznL -1.4.01 6-8-0 13-0-8 16-9-8 23-1-14 29-9-12 ` 1-4-0 6-8-0 6-4-8 3-9-0 I 6-4-6 6-7-14 Scale=1:52.4 6.00 12 7x10= 6x8-7-- 6 6 7 3x6-::"-- \ 26 5 / 27 3.6 4x5 i * 8 4x5 4 R, 9 .4 rifti 28 t` 4x5 i 4x5 25 10 3 O 2 :: '. ' 11 N a�1 d Co 1 1 it lin1415 14 13 12 3x8 II 2x4 II 3x6 4x10= 2x4 I 3x8 II 4x5= 6-8-0 13.0.816.9.8 23-1-14 29-9-12 6-8-0 6-4-8 3-9-0 I 6-4-6 i 6-7-14 Plate Offsets(X,Y)-- 12:0-4-1,Edge],[6:0-4-4,0-2-01,17:0-3-4,0-2-41,111:0-4-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.10 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.31 15-16 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.55 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1274/0-5-8,11=1191/0-5-4 Max Horz 2=125(LC 11) Max Uplift 2=-177(LC 12),11=-131(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1991/379,4-6=-1523/357,6-7=-1288/362,7-9=-1524/360,9-11=-1996/384 BOT CHORD 2-16=-283/1712,15-16=-283/1712,13-15=-152/1287,12-13=-272/1717,11-12=-272/1717 WEBS 4-15=-515/151,6-15=-29/382,7-13=-51/383,9-13=-521/153 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.Opst BCDL=5.0ps1;h=25ft;B=45ft;L=30ft;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 13-0-8,Exterlor(2)13-0-8 to �,1 1111Iii, 16-9-8,Interior(1)21-0-7 to 29-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `kk it. DOL=1.60 .`NsOM. . A • A<B�,•,� 3)Provide adequate drainage to prevent water ponding. •N .E N -94,1. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � k ••0 S�`•••2j 1. 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. N O 39_3.80 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) >} _•_ r. 2=177,11=131. .. TJJ ', : & 0 ` . c • OR1 ••e, LI x%` , /ell ONA;�%,- , Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 igi. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mil ekb connectors.This design Is based only utxn parcxmeters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verily the app icablity of design Ixrcxnelers 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 M iTe k- Iss always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Blvd. fabficatponand storage.delivery,erection bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and S 6904 Parke East CSI Building Component Tampa. Safety InformatiPl on available from Truss ate Institute,218 N.Lee Street Suite 312,Nexaxldo,VA 22314. rk Easi Job Truss Truss Type Qty Ply Catalina T8732561 10007T0 T57 COMMON 4 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:53 2016 Page 1 ID:DzLi?nN52NO9EHly dqJ 11 ylhhD-C 19mD2vejpVtMoFM3CXS4b48nbYwlf l8fmFK6bzAznK 1.4.01 7.7-4 i 14-11-0 I 22-2-12 29-9-12 1 1-4-0 7-7-4 7-3-12 7-3-12 7-7-0 Scale=1:53.8 7x6 I 6.00 12 6 - i titip 3 �x6 i 23 24 3x6 7 5 44 2x4 \\ 2x4// 8 25 4x5 i 4x5 3 22 9 i 2 •. tON kl- c.' 13 26 12 27 11 4x5= 3x8 MT2OHS= 4x5= 3x8 I I 3x8 II 10-0.7I 19-9-9 29-9-12 10-0-7 9-9-2 10-0-3 Plate Offsets(X,Y)-- ]2:0-4-1,Edge),[10:0-4-3,Edge] LOADING(pst) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Verl(LL) -0.46 11-13 >785 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 I Vert(TL) -0.76 11-13 >471 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.25 I Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1274/0-5-8,10=1191/0-5-4 Max Horz 2=141(LC 11) Max Uplift 2=-177(LC 12),10=-131(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1953/335,4-6=-1748/353,6-8=-1752/371,8-10=-1956/354 BOT CHORD 2-13=-226/1713,11-13=-80/1146,10-11=-227/1679 WEBS 4-13=-415/198,6-13=-82/704,6-11=-85/708,8-11=-418/199 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.Opsh BCDL=5.Opst;h=25ft;B=451t;L=30ft;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(])1-8-0 to 14-11-0,Exterior(2)14-11-0 ,��� I to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� 1I 3)All plates are MT20 plates unless otherwise indicated. ���` -*PS A. '4� '�1° 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ��.r '•G•E Ng-.B,9 ,, 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 �� A. •\,\ ••2j°• . will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) No 39380 2=177,10=131. —* • _,.• 7:•"....::0„. .... ..e.... Ocor..._7t.1...0„:\,. 0 ,.ss ;_....e,,--: 1 II . e,,,,&/� v- � Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cat 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 At 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIekT%connectors.This design is based only upon parameters shown,and Is for an individual budding component,not a truss system.Before use,the balding designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent b ucklkrg 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. t or general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/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.Alexandria,VA 22314. Tempa-FL 33610 Job Truss Truss Type Qty Ply Catalina I T8732562 10007T0 T58 COMMON GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:54 2016 Page 1 ID:DzLi?nN52NO9EHly dgJ1lylhhD-gDj900wGU6dk_ygYdw3hdodRl?0DU5?IuO_telzAznJ -1-4-0 5-1-9 10-0-4 14-11-0 19-9-1224.8.7 29-9-12 I1-4.0I 5-1-9 4-10-12 i 4-10-12 4-10-12 4-10-12 5-1-5 • Scale=1:56.3 7x6 .1 6.00[12 6 4x5 i 1� 4x5 3x6 ' 7 5 �48 4 i. 1 2x4 \\ I.111111Nr7 2x4 // iloy3 9 R 2 i0 —___ - - i q - cth " 15 14 13 22 12 11 23 4x5= 4x5= 6x8- 4x5= 4x5= 6x8= 4x10= THD28 6-1-5i 11-11-12 17-10-4 I 23-8-11 29-9-12 6-1-5 5-10-8 5-10-8 5-10-8 6-1-1 Plate Offsets(X,Y)-- 110:0-0-0,0-2-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.05 11-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.14 11-21 >999 180 BCLL 0.0 • Rep Stress Incr. NO WB 0.29 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:416 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 2x8 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 10-13:2x8 SP SS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1419/0-5-8,10=3690/0-5-4 Max Horz 2=142(LC 24) Max Uplift 2=-199(LC 8),10=-479(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2350/279,3-5=-2252/312,5-6=-1922/322,6-8=-2027/337,8-9=-3391/479, 9-10=-3469/445 BOT CHORD 2-15=-200/2043,14-15=-144/1798,12-14=-64/1428,11-12=-185/2080,10-11=-353/3081 WEBS 6-12=-127/909,8-12=-958/215,8-11=-209/1515,9-11=-309/119,6-14=-89/649, 5-14=-425/149,5-15=56/303 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3')nails as follows: ‘1111111.11 Top chords connected as follows:2x4-1 row at 0-9-0 oc. ,,0.41 S A, 11�� Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. ♦♦♦ �P A. /�,,,, Webs connected as follows:2x4-1 row at 0-9-0 oc. I 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 ♦♦ k',••v•C'E N`S6`•• j °•• 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. .N O 39380 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=4ft;Cal. --1- ; II;Exp B;End.,GCpi=0.18;MWFRS(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. -0; — , 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 T, . will fit between the bottom chord and any other members,with BCDL=10.Opsf. .:,-(3.--, _ - � : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ; . , 2=199,10=479. °°•• <(‘'.• 0 A 1C).•*.-. ` ♦♦ 8)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 28-2-12 from the left end to connect truss(es) a•ss'.•'"•• ..c' '♦♦ to front face of bottom chord. 11, '-"N Ai`,`0% 9)Fill all nail holes where hanger is in contact with lumber. Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-6=-60,6-10=-60,16-19=-20 May 31,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MifEK REFERANCE PAGE Me-7473 rev.10/03/201S BEFORE USE. mit ' Design valid for use only with Miiek,F)connectors.114s design is bused only upon parameters shown,and is Tor an individual balding component,not a truss system.Before rise.the banding designer must verify the applicability lblity 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 Is always required for stability and to prevent collapse with possible personal k*aai y and property damage. For general gridce regarding the e fabrk:atlat storage,delivery.erection and bracing of trusses and tuns systems,seeANSI/IPI l Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Te a FL 33610 Safety IMormatlon rntdlae horntruss Plate hslrtle,218 N.Lee Street dll Salto 312-Alexara.VA 22314. n'V - Job ITruss Truss Type lOty Ply Catalina T8732562 1000770 T58 COMMON GIRDER it 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:54 2016 Page 2 I D:DzLi?nN52NO9EHlv_dgJ 11 ylhhD-gDj900wGU6dk_ygYdw3hdodRl?0DU5?luO_te t zAznJ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:23=-2640(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10/03/2016 BEFORE USE lot Design valid for use only with Mlleke connectors.Ihls design is based only upon parameters shown,and Is for an Individual building component,not a taus system.Before use.trio 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 Indivkduxl truss wet)and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal i nluy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tuts systems.seeANSI/TPtl Quality Criteria,DSB-69 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 Oty Ply Catalina T8732563 10007T0 T59 COMMON 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:54 2016 Page 1 ID:DzLi?nN52NO9E Hlv dqJ 11 ylhhD-gDj900wGU6dk_ygYdw3hdodKi?uKU3kIuQ_te1 zAznJ -1-4-0, 7-7-4 14-11-0 22-2-12 28-2-0 i 1-4-0' 7-7-4 7-3-12 7-3-12 5-11-4 Scale=1:53.3 7x6 II 6.00 12 6 r - N 18 19 3x6 2x4\\ 5�1 4x5 4 7 .1 1 3x4 II 4x5 44 8 3 17 - C o 2 I rb it 14 12 11 21 10 9 4x5= 3x6- 4x5= 4x5= 3x8 11 10-0-7 19-9-928.2.0 I 10.0.7 I I 9-9-2 8-4-7 Plate Offsets(X,Y)-- 12:0-4-1,Edgel _ LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Verl(LL) -0.44 10-12 >766 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.72 10-12 >469 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I i Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 2=1203/0-5-8,9=1119/Mechanical Max Horz 2=132(LC 11) Max Uplift 2=-169(LC 12),9=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1807/314,4-6=-1602/330,6-7=-1457/325 BOT CHORD 2-12=-235/1595,10-12=-87/1020,9-10=-197/1293 WEBS 4-12=-419/199,6-12=-83/715,6-10=-48/480,7-9=-1470/236 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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;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 14-11-0,Exterior(2)14-11-0 ,��� I iii, ' to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,���� S A, -it 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% "N A� , 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 `‘� �E e/4.1e will fit between the bottom chord and any other members,with BCDL=10.Opsf. `� k�•.•V\C' N S'6'••. ice, 5)Refer to girder(s)for truss to truss connections. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 393 80 . , 2=169,9=124. * +' -..\704__ ___T•._ ____..,_ ..,• : :.. ..• '• ' 0 '..4OR1O, •r,\��` foils �•iO N A'��-ss% Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • May 31,2016 A mit 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1aN32015 BEFORE USE. Design valid tor use only with Mltek1;'connectors.This desigi is based only HIx,n parameters shown,and Is for an indMdual[riding component,not a truss system.Before use.the[Aiding designer must verify the applicability al design parameters and pxopxnty kicorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of individual truss web cox]/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 gukiance regarding the tato cation,storage,delivery.erection and bracing of trusses and truss systems,seeAN51/TPI I Quality Criteria,DSB-89 and BCSI Building Component Blvd. Tampa.6904 Parkrk 33610e East t Safety Information available from truss Plate institute,218 N.tee Street.Srlte 312.Alexandria,VA 22314. 1Job -Truss Truss Type Qty Ply Catalina j 1 T8732564 110007T0 �T60 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:55 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 11 ylhhD•8QHXdkxuFQlbb6PkBdawA09TMPFND W 7R74kQATzAznI ,•1.4.0 7-7-4 13-8-0 t 114-11- 16-2-01 22.2.12 28-2-0 ' 1-4-0 7-7-4 6-0-12 1-3-0 1-3-0 6-0-12 5-11-4 Scale=1:52.1 3x6- 6.00 NY 5x6= 3x6 I 6 7 20 8 i 4 21 2x4 \ 5s1 4x5 4 9 1 / 22 I I 4x5 i 103x4 3 19 2 1.", o i i i1 'II rtZr 14 1323 24 12 11 4x5= 3x6= 4x5= 455= 3x8 I 10-0-7 19-9-9 28-2-0 10-0-7 9-9-2 8-4-7 Plate Offsets(X,Y)-- (2:0-4-1,Edge],16:0-3-8,0-2-4],17:0-3-0,0-3-0],[8:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.40 12-14 >835 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.71 12-14 >474 180 BCLL 0.0 • Rep Stress Incr YES WB 0.42 Horz(TL) 0.07 11 n/a 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 3-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 9-11 REACTIONS. (lb/size) 2=1203/0-5-8,11=1119/Mechanical Max Horz 2=122(LC 11) Max Uplift 2=-169(LC 12),11=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1789/358,4-6=-1589/369,6-7=-1346/376,7-8=-1212/346,8-9=-1447/344 BOT CHORD 2-14=-282/1553,12-14=-128/1014,11-12=-224/1277 WEBS 4-14=-366/201,7-14=-88/667,7-12=-48/444,9-11=-1433/275 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=5.0psh BCDL=5.0psf;h=25fL 8=45ft;L=28ft;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 13-8-0,Exterior(2)13-8-0 to ,‘011111/ii. 16-2-0,Interior(1)20-4-15 to 28-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,��� S A, tit DOL=1.60 �. MP A� ., 3)Provide adequate drainage to prevent water ponding. ��4. .r�• G E•N ' T ��i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , k • �,\ s$•••2j ,. 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. N O 39380 •L. . 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 Qt=lb) : 511,.:,c • 2=169,11=124. =-fl; •leg :'� F•e. k9 <OR10.•• �%• -inn'into Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10/03/2015 BEFORE USE mil Design valid for use only with Mllekw connectors.Ibis design Is based only upon parameters shown.and Is for ca)individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate ibis design Into the overall building design. Bracing Indicated Is to prevent truckling of individual truss web and/or chord members only.Additional ternporay and permanent bracing M iTe k• is always required for stability and to prevent calque with possible personal Injury and properly damage. For general guidance regarding the babrtcatkn,storage,delivery,erection and Lxa ting of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely information available from truss Plate institute,218 N.Lee Street,Suite 312.Nexaxdrla-VA 72314. Tampa.FL 33610 Job 1Truss Truss Type 0ty 'Ply Catalina T8732565 10007T0 1761 HIP 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:56 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJllylhhD-ccrvr4yX0ktSDF xkL59iDih5pa?yzgbLkT._jwzAznH i-1.4.0 I 5-11.12 I 11-8-0 I 18-2-0 i 22-2-12 I 28-2-0 1-4-0 5-11-12 5-8-4 6-6-0 4-0-12 5-11-4 Scale=1:51.9 3x4// 7x10 3x4// 3x4// 3x4// 5 3x4// 6x8 20 21 22 6 6.0012 1 N ILI 4x5 4x5 i 19 7 O 4 42. 0 ,y23 d5 p 3x4 II 4x5 G t.•• 8 18 3 2 <Cii �y 13 12 11 24 10 9 3x8 I 2x4 11 3x6= 4x10= 4x5=- 455 455= 5-11-12 11.8.018-2-0 28-2-0 I 5-11-12 { 5-8-4 6-6-0 I 10-0-0 Plate Offsets(X,Y)-- 12:0-4-1,Edge),15:0-4-4,0-2-01,16:0-3-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.27 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.68 9-10 >491 180 BOLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.08 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 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 2-2-0 oc bracing:9-10. SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 7-9 Web Brace:Length(member) 6-4-7(5-10); REACTIONS. (Ib/size) 2=1203/0-5-8,9=1119/Mechanical Max Horz 2=104(LC 11) Max Uplift 2=169(LC 12),9=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1855/367,4-5=-1470/353,5-6=-1193/326,6-7=-1388/335,7-8=-252/85 BOT CHORD 2-13=-305/1593,12-13=-305/1593,10-12=-194/1254,9-10=-241/1237 WEBS 4-12=-413/128,5-12=-18/370,6-10=-22/357,7-9=-1329/302 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=28fh eave=oft;Cat.II;Exp ��111111/ 8; S -4-0 to erior(2)11-8-0 % 22-4-0,BInterior(1)22-4-0 1to 28-0-4 R zone;C-C forl)and C-C me members and forrces)&1MW FRS forOreacttionslshown;Lumber DOL==1.60 plate grip ,�• taeN,k A• 44e iij� DOL=1.60 � .� •'.E N -9 e, 3)Provide adequate drainage to prevent water ponding. •� '� :�\,\ is/ °o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 wideN O 393.80 will fit between the bottom chord and any other members,with BCDL=10.Opsf. -ir 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) = -fl C._--------- • : r. 2=169,9=124. • • •- .4„.. -,,,,,-.,-,_____.„me / .... ...„..,, , :.. .., ...„ , , ..,. 0 R 1 c).••,•,\- .41.11111110- Thomas A.Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design wild for use only with Milek�e connectors.This dosigrr is based only upon parameters shown,and isor 011fr Individual bulding component net . a truss system.Before use,the t.xA<ing designer must verify the applicability of design pcuaneters and properly incorporate this design Into the overall bulking design. Black-vindicated Is to prevent buckling of lndMduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always resluked for stability and to prevent collapse with poedble personal tytsy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 I Job 1000710 Truss 162 Truss Type Flat Girder Qty Ply Catalina T8732566 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:56 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-ccrvr4yXoktSDF_xkL59iDifppfxytgbLkTJwzAznH 4-6-8 8-11-0 I 4-5-8 4-5-8 Scale=1:16.7 12x12= I 2 3 ...! _ r • i _ — _ _ — 7 85 9 10 4 12x12 THD26 TH026 THD26 THD26 12x12= 6 4-5-8 8-11-0 ' 4-5-8 4-5-8 Plate Offsets(X,Y)-- (2:0-6-0,0.3.12),(4:0-3-8,Edge1,(6:Edge,0-3-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.14 5 >727 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.35 5 >296 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.78 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, BOT CHORD 2x8 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. 1-5,3-5:2x4 SP No.1 REACTIONS. (lb/size) 6=2426/Mechanical,4=2660/Mechanical Max Uplift 6=-329(LC 4),4=-358(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1291/205,1-2=-4978/667,2-3=-4978/667,3-4=-1291/205 WEBS 1-5=-685/5107,2-5.265/194,3-5=-685/5107 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);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 oad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`,,'%1111111111 • will fit between the bottom chord and anyother members. 5)Refer to girder(s)for truss to truss connections. %•S%MP`S A. AZ 1,i 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,ss,O•. GENS, tt,,, 6=329,4=358- 4 k .••N,% F•••• / 1: 7)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-4 from the left end to 7-8-4 to connect truss(es)to back face of bottom chord. N O 39380 •• -_ 8)Fill all nail holes where hanger is in contact with lumber. * I A. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). = : - 7—••• -�C` e LOAD CASE(S) Standard �-p�Q' T. � er, 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .•:::-10—';..-C-----';-- im .4, Uniform Loads(plf) ••--f,\[�. O '•. \,� 4... Vert: Vert:1-3=-60,4-6=-20 "ib) '` •• OR % c %�� Concentrated Ven::70 109ads 9(B)8=-1099(B)9=-1099(5)10=-1099(B) �'ii,/O N A�� S. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parise East Blvd.Tampa FL 33610 Date: May 31,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MIIek5)connectors.This design is based only upon parameters shown,and is for an kxtivklu l building component,not a truss system.Before use,the building g designer must verify the applicability of design parameters and properly incorporate this design Into the overall holding design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and perrnanent bracing MiTek is always required for stctAily and to prevent collapse wtth possible personal I4uy and property damage. For general guidance regarding the 6904 Parke East Blvd fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlabie horn truss Plate Institute,218 N.Lee Street,Suite 312•Alexandria.VA 22314. Tampa.FL 33610 Tb Truss ITruss Type Qty Ply ICatakna 10007T0 T63 1ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville.A 32256 6.000 s Jan 5 2016 MiTek Industries.Inc. Tue May 31 20:25:12 2016 Page 1 ID:DzLi?nN52NO9E Hiv_dgJ 11 ylhhD-XyZ6ynuW hCV5gYzZRy8XO12_kIxCI2502TBuTAzAu4L -1.4-01 4-11-7 9-8-0 14-11-0 20-2-0 24-2-12 28-3-8 33-8-0 I 1.4.0 4-11-7 4-8-9 5-3-0 5-3-0 4-0-124-0-12 5-4-8 Scale=1:61.7 7x10 2x4 II 7x10 4 22 5 6 6.00 FIT iii $ 4x5 i �Sx6 7 3 ..• IC14 // 6x8= 9 Adl '• 2 18 17 16 15 14 13 12 11 •10 4x5= 2x4 4x5= 4x6 4x10= 4x5= 4x6 2x4 I I THD26 5x10 MT2OHS II 4-11-7 9-8-0 14-11-0 20-2-0 24-2-12 28-3-8 33-8-0 I 4-11-7 i 4-8-9 5-3-0 5-3-0 { 4-0-12 I 4-0-12 I 5-4-8 i Plate Offsets(X,Y)-- 14:0-4-4,0-2-01,16:0-4-4,0-2-01,17:0-3-1,0-2-01,18:0-3-0,0-3-81,j9:Edge,0-2-121,110:Edge,O-3.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.32 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.79 11-12 >512 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.89 Horz(TL) 0.04 10 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:646 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except BOT CHORD 2x6 SP No.1"Except* end verticals. 13-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except" 7-11,9-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 10=3371/0-5-8,2=1797/0-5-8 Max Horz 2=92(LC 24) Max Uplift 10=-434(LC 8),2.246(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3046/364,3-4=-2890/388,4-22=-3289/467,5-22=-3289/467,5-6=-3289/467, 6-7=-3992/539,7-8=-14156/1856,8-9=-12635/1627,9.10=-2636/367 BOT CHORD 2-18=-301/2655,17-18=-301/2655,16-17=-251/2532,15-16=-251/2532,14-15=-387/3552, 13-14=-764/6171,12-13=-764/6171,11-12=-764/6174,10-11=-140/1027 WEBS 4-17=4/309,4-15=-138/1145,5-15=-358/110,6-15.445/189,6-14=-201/1803, 7-14=-3311/474,7-12=-107/1164,7-11=-1089/8156,8.11=-6330/878,9-11=-1517/11846 ��`�_.1011 A"qi,,1,, NOTES- %` O�• Ce ,,j 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,�.%,``Z`•..• �G E N S`•.14 .•. Top chords connected as follows:2x4-1 row at 0-9-0 oc. • Bottom chords connected as follows:2x6-3 rows staggered at 0-5-0 oc. N O 39380 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 toads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. �r 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. ••131-• T Jam. 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. i ,� `` 1 O..•• \ • 6)All plates are MT20 plates unless otherwise indicated. ie/101;9/ `ls • •R C? 7)The Fabrication Tolerance at joint 8=16% i,1 S/0 N At_ •-,Ito 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ii•. t 11��, 9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A.Albani PE No.39380 will fit between the bottom chord and any other members. MITek USA,Inc.FL Cert 6634 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 lb uplift at joint 10 and 246 lb uplift 6904 Parke East Blvd.Tampa FL 33610 at joint 2. Date: 11)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. May31,2016 12)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 28-2-12 from the left end to connect truss(es) �i�{ iti ,.where hanger is in contact with lumber. ...... O iWX ING- y design paramefin and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekJ connectors.This design Is based only upon parameters shown.and Is for cn Individual[wilding component.not a truss system.Before use.the balding desk/net must verify the appllcablity of design parcxnelors and properly kx;mpxrate Ibis 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 braking MiTek" is always required for stability and to prevent collapse with possible personal Mary arid property damage. I or general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and hum systems,seeANSI/TPI l 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 1Truss I russ 1 ype 70ty Ply Catalina 10007T0 T63 ROOF SPECIAL GIRDER 1 ;Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 8.000 s Jan 5 2016!Mask Industries,Inc. Tue May 31 20:25:12 2016 Page 2 I D:DzLi?nN52N09EHiv_dgJ 11 ylhhD-XyZ6ynuW hCV5gYzZRy8XO12_klxC I25O2TBuTAzAu4L LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-60,6-8=-60,8-9=-60,10-19=-20 Concentrated Loads(Ib) Vert:11=-2406(B) • • • • • • • Q WARNING-Verity 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 Mice®connectors.This design is based only upon parameters shown,and Is for an kx11vkdual building component,not , a truss system.Before use,the building designer must verify the oppilcabBly of design year peters 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 possible personal k*ay and property damage. 101 general guidance regarding the Parke East Blvd. vd fabrication,storage,delivery.erection and bracing of trusses and Suss systems,seeANSI/TPt1 Quality Criteria,DSB-89 and SCSI Building Component 690469P.Parke Safely Information(writable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. East0 0 'Job Truss Truss Type Qty Ply Catalina T8732568 1 10007T0 I T64 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:55:59 2016 Page 1 ID:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-OBW 2T5_PJfG 14ji W QTesKsK800eg9Ea12iieKFzAznE 1-4-0 7-0-0 8-11-0 10-2-0 16-2-0 22-2-0 26-0-8 33-8-0 -11,-44.-001 7-0-0 l 1-11-0 1-3-0 6.0-0 6-0-0 3-10-8 7-7-8 Scale=1:61.0 4x10= 10x12- 5 6 2x4\\ 2x4 II 7x10 6.00112 �� 24 7 25 26 8 223 4 14 • $ aft 6x87= 5x6= 10 214x3%22 ~ 28 a v �1 2 er KM K. 17 16 15 14 13 12 11 3x8 MT2OHS= 4x10= 4x5= 5x6= 3x8 II 3x4 I 4x10= 3x8 MT2OHS= 8-11.0i 16-2-0 22-2-0 26-0-8 33-8-0 8-11-0 7-3-0 6-0-0 3-10-8 7-7-8 Plate Offsets(X,Y)-- [2:0-4-1,Edge],15:0-5-0,0-1-4],(8:0-4-4,0-2-01,19:0-3-12,0-3-41,[10:0-2.4,0-2-8),112:0-2-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Verl(LL) -0.24 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.62 14-15 >647 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr YES WB 0.78 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-10:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 10-12:2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 11=1339/0-5-8,2=1422/0-5-8 Max Horz 2=84(LC 12) Max Uplift 11=-149(LC 12),2=-192(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2243/440,4-5=-2085/447,5-6=-2061/449,6-7=-2729/562,7-8=-2729/562, 8-9=-2726/529,9-10=-3409/622,10-11=-1257/287 BOT CHORD 2-17=-397/1924,15-17=-427/2258,14-15=-436/2414,12-14=-639/3469 WEBS 4-17=-256/148,5-17=-377/1716,6-17=-1469/351,6-15=-114/658,7-15=-416/169, 8-15=-83/385,8-14=-85/710,9-14=-1240/246,9-12=-922/260,10-12=-629/3451 NOTES ```1111111!lJJ's, 1)Unbalanced root live loads have been considered for this design. SAS. _p,S A• A� �t�� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=2511;B=45lt;L=341t;eave=4lt;Cat. �, o.•.•........ ••••• •B , II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-0-6,Interior(1)2-0-6 to 8-11-0,Exterior(2)8-11-0 to ,I.-N .•.\,\' E N' ' ' •9ii, °� 25-6-6,Interior(1)25-6-6 to 26-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip No 39380 •: . 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. =-p; _-----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 . T, . • will fit between the bottom chord and any other members. %=0--•;„ :#' - •.!�j; 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •,--..(c,, • i O A ,O ; •• `. %, 11=149,2=192. iii`` ,-j i 00 4/0NA `G�- % /11111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I sil -- Design vdtd for use only with MlfekS.connectors.This design Is based only upon parameters shown.and Is for an kxflvlduai building component.not a truss system.Before use,the building designer must verity the appIIcablIty of design ixxarneters and properly kscorpx>tate this design Into the overall building design. Bracing kxficated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is atwoys required for stability and to prevent collages with possible personal Injury and properly damage. For general guidance regarding the storage,delivery,erection and tracing of trusses and truss systems,seeANSI/lPil 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. Tempa.FL 33610 i Job Truss Truss Type Qty 1 Ply Catalina T8732569 1000710 T65 ROOF SPECIAL 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:00 2016 Page 1 ID:DzLi?nN52NO9EHIv dgJ1 lylhhD-UN4QhR?14yOuitHizAA5s3tKoQ_GufsAGMRBshzAznD 1.4.0. 7-0-0 , 8-11-0 12-2-0 18-11-5 25-8-11 32-6-0 33-8-0 1-4-0' 7-0-0 ' 1-11-0 i 3-3-0 I 6-9-5 { 6-9-5 6-9-5 '1.2.0' Scale=1:61.0 4x10= :0011221 2x4\\ 5 2x4 gl 7x10- 2x4 ! 3x6=4x5= 6x12 4 3 23 7911► 24o r 26 =�4x5 io oeh O 2 ! ^ N1 .r.-.lpy,1 � 1 of � 17 16 15 14 13 12 4x10— 3x8 MT2OHS= 4x10— 3x8 MT2OHS= 4x6_ 3x8 .1 4x5= 8-11-0 18-11-5 25-8-11 33-8-0 I 8-11-0 10-0-5 6-9-5 7-11-5 l Plate Offsets(X,Y)-- 12:0-4-1,Edge],15:0-5-0,0-1-41,110:0.5-4,0-1-12),113:0-2-8,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.29 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.91 15-17 >444 180 MT2OHS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.12 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=1422/0-5-8,12=1339/0-5-8 Max Horz 2=96(LC 12) Max Uplift 2=-191(LC 12),12=-150(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2254/418,4-5=-2095/425,5-6=-2109/414,6-7=-3545/647,7-9=-3545/647, 9-10=-2591/486 BOT CHORD 2-17=-385/1932,15-17=-613/3221,13-15=-464/2591,12-13=-97/445 WEBS 4-17=-254/153,5-17=-333/1703,6-17=-1931/437,6-15=-70/470,7-15=-431/167, 9-15=-181/1055,9-13=-875/248,10-13=-406/2374,10-12=-1370/344 NOTES- x%%111111/1 1)Unbalanced roof live loads have been considered for this design. `��/� II// Wind:ASCE 7-10; )Vasd=101mph; sf;h=25ft; t. 2)II;Exp B;Encl.,GCpi=0.18;MW FRS(diirrecctonat)and C-C Exterior(2)-1-4-0 to 2 0-6,Interior(1)ri2 0-6 to 8-151.0,Exterior(2)8-111 Oto ��``%e .• ........ G E N'.- -I'.°, 33-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� '' .",,\ `S `.•.2j ,.• 3)Provide adequate drainage to prevent water ponding. • ... 4)All plates are MT20 plates unless otherwise indicated. No 39.380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •;_ r 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 7;13 . t 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) , 2=191,12=150. 0-'.` T -1- .' j ill /ONAL.-toss 4/1/1111110- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 -- r Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rate.10173/2015 BEFORE USE. , Design valid for use only with MITekS)connectors.!tis design is based only upon parameters shown,and Is for an Indltatd[wilding component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of individual taus web and/or chord members only.Addtional temporary and permanent bracing i MiTek. Is always required for stability and to prevent collapse with possible personal inky/and properly damage. For general gridcnce regarding the 6904 Parke East Blvd.Idxk:atkxr,storage.delivery,erection and tracing of tosses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply Catalina T8732570 10007TO T66 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:01 2016 Page 1 ID:DzLi?nN52NO9EHly_dqJ 11 ylhhD-zaeounOfrGW IJ t suXuhKPH PW agltd5f KVOBIO7zAznC -1-4-0, 7-0-0 , 8-11-0 14-2-0 20-6-13 26-11-11 33-8-0 1-4-0 7-0-0 ' 1-11-0 ' 5-3-0 i 6-4-13 6-4-13 6-8-5 Scale=1:59.9 4x10= 6.00[12 2x4\\ 5 4 4x5= NAILED ."007x10= 3x6= 4x5= 4x10= 6 NAILED7 NAILED NAILED NAILED 9 NAILED NAILED 10 4x5 Pim -• lir a nn nn 24 8 25 `:flm' 27 28 q 3 JpQaq� N d 2 - N 1 ` ' JDA nn ri 1n RID nn , n1 'is 18 17 16 15 30 14 31 13 32 33 12 34 35 36 11 4x10= 3x8 MT2OHS= 2x4 I 4x5= 4x5_ 3x8 MT2OHS= 4x10= NAILED NAILED 2x4 11 3x6 II JUS24 NAILED NAILED NAILED NAILED NAILED 8-11-0 14-2-0 17-10-12 20-6-13 . 26-11-11 33-8-0 8-11-0 5-3-0 [ 3-8-12 { 2-8-1 6-4-13 l 6-8-5 i Plate Offsets(X,Y)-- [2:0-3-1,0-1-51,f5:0-5-0,0-1-41,[6:0.6-12,Edge),[12:0-4-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.80 Vert(LL) -0.39 15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.96 15-16 >419 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.14 11 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:339 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, 6-8:2x4 SP No.1 except end verticals. 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 2x4 SP No.3 1-6.0 REACTIONS. (lb/size) 11=2007/0-5-8,2=1782/0-5-8 Max Horz 2=82(LC 8) Max Uplift 11=-273(LC 8),2=-258(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2963/407,4-5=-2805/415,5-6=-2867/394,6-7=-7870/1080,7-9=-7621/1057, 9-10=-5078/695,10-11=-1905/307 BOT CHORD 2-18=-345/2556,16.18=-987/7256,15-16=-985/7260,14-15=-1057/7621, 12-14=-695/5078 WEBS 5-18=-288/2217,6-18=-5150/740,6-15=-282/794,7-15=30/322,7-14=-711/200, 9-14=-383/2691,9-12=-1437/339,10-12=-717/5238 NOTES- ♦toiltI11siii, ♦ I 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `♦♦%MPS A• #414 11•� Top chords connected as follows:2x4-1 row at 0-9-0 oc. �� GEN '9 • Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. : ik ••se \. `s `•'•2j °• 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 No 39380. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. —k 3)Unbalanced root live loads have been considered for this design. •• 4)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45th L=34f1;eave=4th;Cat. =-p• . •s II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �- • T E - 5)Provide adequate drainage to prevent water ponding. ` - --dr es' t� i ',. 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. '4 • 0 R ‘V.'•••` \ s' 8)'This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l4v s r/•". • .` %% 9)wil fit and any bers. Prlovideetween mechanical e con cottom nnection chord others other of truss to bearingplate capable of withstanding100 lb uplift at except t=Ib li/ii/1 N A;tt,♦♦♦ (by ) P P joint(s) P G- ) 11=273,2=258. Thomas A.Alban'PE No.39380 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 17-10-12 from the left end to connect truss(es) MITek USA,Inc.FL Cert 6634 to front face of bottom chord. 6904 Patke East Blvd.Tampa FL 33610 11)Fill all nail holes where hanger is in contact with lumber. Date: 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. May 31,2016 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1017312015 BEFORE USE. Design volkt for use only with MITek3l connectors.this design Is bused only uFxn parameters shown,and Is for an individual building component,notmil a truss system.Before use,the building designer must verify the applIcabllty of design parameters and properly incorporate Ibis 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 guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/Wl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkEAe from truss Plate institute,218 N.lee Street.Suite 312,Alexandria,VA'22314. Tampa.Fl 33610 Job Truss Truss Type Qty I Ply Catalina T8732570! 10007T0 T66 ROOF SPECIAL GIRDER 1 2 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:01 2016 Page 2 ID:DzLi?nN52N09EHlv_dgJ1 tylhhD-zaeoun0frGWIJIsuXuhKPHPWagltd5fKV0BlO7zAznC LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(pit) Vert:1-5=-60,5-6=-60,6-10=-60,11-19=-20 Concentrated Loads(Ib) Vert:8=-44(F)15=-509(F)23=-44(F)25=-44(F)26=-44(F)27=-44(F)28=-44(F)29=44(F)30=-30(F)31=-30(F)32=-30(F)33=-30(F)34=-30(F)35=-30(F)36=-30(F) 0 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERANCE PAGE MO.7473 rev.10/03/2015 BEFORE USE. I NI Design valid for use only with MI1ek)connectors.This design Is based only upon parameters shown.and Is for an hxflvkkKi building component,not a truss system.Before use,the building designer must verify the appticabllly of design parameters and rxof.xrrly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMduai truss web and/or chord members only. Additional temporary and permanent tracing MIR** Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regadrg the 6904 Parke East BNd. fabrication..storage,delivery.erection and bracing of trusses orad truss systems.seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component Safely information cm-table horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Taty Ply Catalina i T8732571 1000710 T67 ,ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:02 2016 Page 1 ID:DzLi?nN52NO9EHIv__dgJ11ylhhD-RmCA570HcaecxAR45bCZyUyhdEhsMjNTkgwlwZzAznB -1.4.0 7-0-0 8-11-0 16.2-0 17-10-0 1-4-0 i 7-0-0 I 1-11-0 7-3-0 I 1-8-0 I Scale=1:33.9 4x10= 5 2x4 \\ � 4 6.00112 16 • • 17 T 'a' 6x8 2x4 II 4x5% 15 6 7nn d 2 3O 4111111111111111161 Cf cS 00"0. 11 10 9 8 3x6 II 4x10- 3x6 4x5= 8-11-0 17-10-0 8-11-0 8-11-0 Plate Offsets(X,Y)-- 12:0-3-1,0-1-5],[5:0-5-0,0-1-4],[6:0-3-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.35 8-10 >614 180 BCLL 0.0 • Rep Stress Incr YES WB 0.26 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 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. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 8=704/Mechanical,2=791/0-5-8 Max Horz 2=78(LC 11) Max Uplift 8=-78(LC 12),2=-123(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-982/189,4-5=-827/198,5-6=-864/168 BOT CHORD 2-10=•142/815,8-10=-209/894 WEBS 4-10=-296/135,5-10=-54/480,6-8=-1089/315 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=4tt;Cat. It;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 8-11-0,Exterior(2)8-11-0 to �i�i I i n t, 11-11-0,Interior(1)16-2-0 to 17-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `���4, S A. ,,it�� DOL=1.60 •.0MP q(61_,I,• 'I 3)Provide adequate drainage to prevent water ponding. 4% ••G E N • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� & •••0 S '•••2j 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. No 39380• ...._� 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 Ib uplift at joint(s)8 except(jt=lb) -- • • 2=123. -�; / s T: "moiFSi• •OR1p•.•r,\,%•• ''''��`S�ONA� r,���`, Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I l ig. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekl cannc tors.this design is based only upon pacmeters shown.and is for an individual balding component,not a truss system.Before use.the building designer must verify tire applicability of design parameters and property Incorporate this design into the overall ;� Wilding design. Bracing Indicated Is to prevent budding of Inddand/or ual truss web ctxxd members only.Additional temporary and permanent tracing Mak' is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication•storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI I Quality Criteria,DSB-89 and SCSI 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 Qty Ply Catalina 10007TO T68 1Jack-Closed Girder 1 1 I Job Reference(optional) Building Component Supply.Jacksonvlle,FI 32256 8.000 s Jan 5 2016 MiTek industries.Inc. Tue May 31 20:25:34 2016 Page 1 ID:DzLi?nN52N09E Hlv_dgJ 11 y1hhD-uBuQaJ9J W zGzTwfojaYhHgybndW gSCSd6uW 2FuzAu4? I 3-11-0 3-11-0 2x4 II Scale=1:15.3 3 2 6.00 rff 1 a 0,LAIIIIIdll :: 9 5 JUS24 2x4 114 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.05 5-8 >807 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.14 5-8 >322 180 ' BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 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. WEDGE ,MiTek recommends that Stabilizers and required cross bracing Lett:2x4 SP No.3 ' be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=458/0-5-8,5=529/Mechanical Max Horz 1=56(LC 8) Max Uplift 1=-38(LC 8),5=-83(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=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft B=45f1;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 psi 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. ,111111111//� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 1 and 83 lb uplift at •• *.t1/4 A q "l1 joint 5. • • 6)"Semi-rigid pitchbreaks including heels°Member end fixity model was used in the analysis and design of this truss. •s •Z•.2.. ••G•E•N B"T �' • 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-11-12 from the left end to connect truss(es)to �♦ k .••\,\ S� •.?j °o back face of bottom chord. No 39380 i 8)Fill all nail holes where hanger is in contact with lumber. - 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 ='O.. --- 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 7 e Uniform Loads(plf) e–C—. T--- ' - Vert:1-2=-60,2-3=-20,4-6=-20 •i-4�.•.1.O Fj 1 O •.`. 7,,„::, Concentrated Loads(lb)Vert:9=-684(B) ,i0,ss ' ....... • •\c.1 %♦ 11/140NAi....–%\,.. `0 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/201S BEFORE USE. mit Design valid for use only with Mlreks connectors.Ids design Is based only upon paameters shown,and is for an Individual holding component,not a truss system.Before use,the bulling designer must verity the applicability of design parameters and properly hlcorporate tNs design Into the overall building design. Racing 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 properly damage. For general grkdalce regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TP11 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Catalina T8732573 1000710 T69 COMMON i 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:03 2016 Page 1 ID:DzLi?nN52NO9EHly dgJl/ylhhD-vymYJTlwNtmlZKOHfJjoUiVykdI?5A8dyKgsTOzAznA -1-4-0 7-0-0 8-11-0 10-10-0 17-10-0 1-4-0 i 7-0-0 1-11-0 i 1-11-0 ` 7-0-0 ' Scale=1:33.9 4x10 5 2x4\\ ` 2x4// 4 6 6.00 FIF *r r+ 21 I • 22 4x5 4x519 7 3 2 ` 8 10 9 3x6 II 4x10= 3x6 II 8.11.0I 17-10-0 I 8-11-0 8-11-0 Plate Offsets(X,Y)-- [2:0-2-13,0-1-9],[5:0-5-0,0.1-4],(8:0-2-8,0-2-5] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) -0.09 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.25 10-13 >872 180 BCLL 0.0 • Rep Stress Ina YES WB 0.29 Horz(TL) 0.02 2 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 5-3-13 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 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 8=710/0-3-11,2=796/0-5-8 Max Horz 2=84(LC 11) Max Uplift 8=-77(LC 12),2=-125(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-996/206,4-5=-836/213,5-6=-839/223,6-8=-1000/217 BOT CHORD 2-10=-114/829,8-10=-109/835 WEBS 5-10=-219/772,6-10=-341/173,4-10=-329/170 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.Opsl;BCDL=5.0psi;h=25tt;B=45ft;L=24ft eave=4lt;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 8-11-0,Exterior(2)8-11-0 to ``.11111 x/11 11-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�� AS A /I�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �s O.P ASB �•• 4)*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 •N_s J, ••G E N • 4/1/0 will fit between the bottom chord and any other members. �� k ••�\,\ `SF•'• / ,. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) • 0. 2=125. • No 39380 •; --* r .. .T• ___... . ..41.1::: ....:0_,._ _________,....__ . .; Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.IO/03f2015 BEFORE USE. mg Design valid for use only with Mllekb connectors.this design is based only upon parameters shown-and Is for an IndMdu l building component,not a truss system.Before use,the ixiking designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent truckling of kndlvkllxi truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required ter stability and to prevent collapse with possible personal hussy and property damage. for general guidance regaling the fabrication,storage,delivery,erection and bracing of busses and truss systems,soomisi/IPl1 Quality Citerla,OSB-89 and BCSI Building Component 6904 Parke East 81vd. Satey Information available from buss Nate Institute,718 N.Lee Street Suite 312,Alexandrkx VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty I Ply Catalina � T8732574 10007T0 T70 COMMON 5 ! 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:04 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ 1 f ylhhD-N8KxW p2Y8BuJAUbTCOE 11 v17t1 NJgdTmB_PP?SzAzn9 1-4-0 7-0-0 8-11-0 10-10-0 17-10-0 19-2-0 . I 1.4.0 7-0-0 I 1-11-0 1-11-0 7-0-0 ' 1-4-0 Scale=1:34.2 4x10_ 5 2x4 \\ OMNI 2x4// 4 6.0011221 � r+ 22 i 20 23 4x5 4x5 3 7 2 1•11011, t* 8 ci 9 C al Mil f Jto 11 10 4x10= 3xc_ 3x6 11 3x6 II 8-11-0 17-10-0 8-11-0 } 8-11-0 I Plate Offsets(X,Y)-- [2:0-2-13,0-1-9],[5:0-5-0,0-1-4],[8:0-2-13,0-1-9] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.09 11-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.24 11-18 >899 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 2 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 8=793/0-5-8,2=793/0-5-8 Max Horz 2=-85(LC 10) Max Uplift 8=-124(LC 12),2=-124(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4.989/197,4-5=-829/204,5-6=-829/204,6-8=-989/197 BOT CHORD 2-11=-70/823,8-11=-86/823 WEBS 5-11=-194/758,6.11=-329/170,4-11=-329/171 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.Opst;BCDL=5.0ps1;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 8-11-0,Exterior(2)8-11-0 to `1 ��� 11-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,���� S A, '���� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `‘ OMP • ASB , 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 •N NZ` G•E N will fit between the bottom chord and any other members. �� k •••\.- `S�.•.', '* 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=124,2=124. No 39380 w :,, c. •. 0 R '�•,••c.1 %' Id, t-, .... � ` Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 i 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/032015 BEFORE USE. Design valid for use only with Mliekei connectors.This design Is based only upon parameters shown,and Is for an kn ivklual building component.not ',, a truss system.Before use,the building designer roust verify the applicability of design pxxanelers and properly incorpxxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkdual truss web and/or chord members only.Additional lernpxrary and permanent tracing Milek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general gridaoe regarding the fabrk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l 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,AJaxandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Catalina T8732575 10007T0 T71 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:06 2016 Page 1 I D:DzLi?nN52NO9E Hlv dqJ 11 ylhhD-JXShxV3ofo81 QoksKRGV6K7U4r5KIXN3fl uW 3LzAzn7 -1-4-0 2-0-0 4-11-0 , 6-3-0 i 7-7-0 8.11-0 10-3-0 , 11-7-0 12-11-0 , 15-10-0 17-10-0 19-2-0 1-4-0 { 2-0-0 2-11-0 ' 1-4.0 1.4-0 i 1.4-0 ' 1.4-0 ' 1.4-0 1.4-0 2-11-0 I 2-0-0 11-4-0 Scale=1:40.4 4x10- (4-) Top chord must be braced by end jacks, roof diaphragm,or properly connected 12 purlins as shown. 11 14 44 43 Fr 9 17 NAILED NAILED 6x8----" 5x6 i 7 r NAILED r 19 5x6 NAILED 6.00 12 6x8 4 Special0,0000400;0001111011111 r NAI NAILED 16 r Special 4x5 6F 8d_ 1n0 13 15E 15ZQ. 19,DI 4x5 gIgli 5 [l 1(1 ._ , I II[l (1in iy 22 0 2 .�� ■ rel — .: �� 23 241 l ! 1:'� II Ill I I ly _ -- I EX I I I .I l 28 37 38 39 27 40 26 41 42 25 3x6 H 4x5 NAILED NAILED NAILED NAILED 3x6- 4x5= 3x6 II NAILED NAILED NAILED NAILED NAILED 2-0-0 8-11-0 15.10.0l 17-10-0 2-0-0 ' 6-11-0 6-11-0 2-0-0 Plate Offsets(X,Y)-- [2:0-3-1,0-1-5],[4:0-3-0,Edge],[5:0-1-8,Edge],[12:0-5-0,0-1-4],[13:0-6-0,0-2-8],[20:0-0.8,Edge],[21:0-3-0,Edge],[23:0-3-1,0-1-5],[25:0-2-4,0-2-0], [28:0-2-4,0-2-01 LOADING(pst) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.05 25-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.15 25-27 >999 180 BCLL 0.0 ' Rep Stress InaNO WB 0.20 Horz(TL) 0.03 23 n/a rila BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins. 4-21:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):13,8,16 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=764/0-5-8,23=764/0-5-8 Max Horz 2=78(LC 7) Max Uplift 2=-173(LC 8),23=-173(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-1092/188,4-5=-980/182,5-6=-294/112,6-8=-294/112,8-10=-294/112, 10-13=-294/112,13-15=-323/112,15-16=-323/112,16.18=-323/112,18-20=-323/112, 20-21=-1003/182,21-23=-1122/188,5.7=-796/99,7-9=-766/124,9-11=-761/145, 11-12=-755/171,12-14=-756/171,14-17=-766/145,17-19=-769/124,19-20=-801/99 BOT CHORD 2-28=-119/991,27-28=-177/1006,25-27=-177/1006,23-25=-119/965 WEBS 13-27=0/290,12-13=-98/527 `,`,11111111111///I NOTES- `ss� OPS A g4,t9 •. 1)Unbalanced roof live loads have been considered for this design. `% ,O ••G E•N -74/, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. �� k :•\,\ `SF••• I . II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • • • i 3)Provide adequate drainage to prevent water ponding. No 39380 �: • .. 4)All plates are 2x4 MT20 unless otherwise indicated. — ----k 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 -d• • 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=1b) 4.l j-rte T *• 2=173,23=173. ��-.E. : ` • ,, , 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �e Q [� 0. \ �� 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. i/i SSS••••••••. �� 10)Hanger(s) 11-13,sand 44 lb down and 28 lbiup(s)at s14'10.3provided chord. Theto support design/selection nofasuch connect 44 Ib down and 28 lb n device(s)is the up at i//"11 N A%11111` responsibility of others. Thomas A.Albani PE No.39380 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MITek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE IM7•7473 rev.10103/10/5 BEFORE USE. Design valid fa use only with Mlteke connectors.This design is based only upon parameters shown,and Is for cn individual balding component,not a truss system.Before use,rho budding designer roust verify the applicability of design paranotors and rxoperiy incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling of individual truss web aril/or chord members only.Additional temporary and permanent bracing MtTek Is always required for stability and to prevent collapse with possible personal Slimy and property damage. for general guidance regarding the lubrication.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate InstItute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732575, 10007T0 �T71 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:06 2016 Page 2 I D:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-JXShxV3ofo81 OoksKRGV6K7U4r5KIXN3f IuW 3LzAzn7 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Verl:1-4=-60,4-5=-60,20-21=-60,21-24=-60,29-33=-20,5-12=-60,12-20=-60 Concentrated Loads(Ib) Vert:28=32(F)27=-1(F)25=32(F)37=-1(F)38=-1(F)39=-1(F)40=-1(F)41=-1(F)42=-1(F) 0 WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03r2015 BEFORE USE. Design valid for use only with MliekN connectors.lhls design Is based only upon parameters shown,and Is for an Individual b ulding component,not a truss system.Before use.the building designer must verily the applicability of design parameters and property Incorporate this design into the overall building design. Brach()indicated Is to prevent budding of lndMdral truss web and/or chord members only. Additional temporary and permanent tracing MiTek• is always recl.ired for stability and to prevent collapse with possible personal k9rsy and property damage. For general guidance regarding the fabrication.storage,deltvery,erection and bracing of trusses and lues systems,socrANSI/IPI I Quality Criteria,D5B.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avala le from Truss Plate Institute,218 N.lee Street,Suite 312,Nexandrta.VA 22314. Tampa.FL 33610 Job r Truss Truss Type Qty Ply Catalina T8732576', 10007T0 T72 HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:07 2016 Page 1 ID:DzLi?n N52N 09 E HIv_.dgJ 11 yl hhD-nj?39r4QQ6Gu 1 yJ2u8okfYfdoFU31?bCtye3cnzAzn6 I 1-4-0 1-0.72 6-1-14 I 8-3-2 + 13-4-4 i 14-5-0 l 15-9-0 7-4-0 1.0 12 5-1-2 2-1-3 5-1-2 1-0-12 1-4-0 Scale=1:30.1 Special 7x10 Special 6x8 4.24 F17 4 5 106 gi ma NAILED NAILED 22 NAI 7x101 21 I 7x 6.00 12 NAILED �� 1 '� 3 6 g 011111mmummummumm. a i 2 ci 411 N -----:fir �_ 11-' ' 11 11 Nein 12 23 24 11 10 25 26 9 �; 2x4 I NAILED 4x6= 4x10= NAILED 2x4 II 3x6 II3x6 'I NAILED Special Special NAILED NAILED NAILED NAILED NAILED 1-0-12 , 6-1-14 8-3-2 13-4-4 14-5-0 II 1-0-12 ` 5-1-2 2-1-3 i 5-1-2 1 1-0-12 Plate Offsets(X,Y)-- 12:0-2-8,0-1-51,13:0-4-0,0-3-01,[4:0-6-4,Edge1,16:0-4-0,0-3-0],[7:0.2-8,0-2.51,111:0.2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Doc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.08 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.02 7 r/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 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 SLIDER Left 2x4 SP No.3 1-2-9,Right 2x4 SP No.3 1-2-9 REACTIONS. (lb/size) 2=803/0-5-8,7=801/0-5-8 Max Horz 2=-39(LC 30) Max Uplift 2=-140(LC 8),7=-140(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-338/24,3-4=-1286/139,4-5=-1167/145,5-6=-1284/139,6-7=-339/25 BOT CHORD 2-12=-57/867,11-12=46/870,10-11=-51/1169,9-10=-48/865,7-9=-58/863 WEBS 3-11=-79/356,6-10=-80/359 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=45f1;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `,`�111111/���' 3)Provide adequate drainage to prevent water ponding. % s A. Is, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `•P. A46 ije, 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 ��`�. GEN '9 h. will fit between the bottom chord and any other members. �� k .••\,\ SF.•.?/ °o 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :: 2=140,7=140. � No 39.380 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)168 lb down and 131 lb up at _ - 6-1-15,and 168 lb down and 131 lb up at 8-3-2 on top chord,and 32 lb down at 5-11-11 on bottom chord. The design/selection of =-0; such connection device(s)is the responsibility of others. T, 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - - - e-- r LOAD CASE(S) Standard ', ($'s' •� R �`�?�` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,k SAO N AL�`` % Uniform Vert:1-Loads 3=-60,3-4=-60,4-5=-60,5-6=-60,6-8=-60,13-17=-20 ,�"/11111111— Concentrated Loads(Ib) Thomas A.Alban)PE No.39380 Vert:4=-81(B)5=-81(B)12=41(B)11=-37(B)10=-76(B)9=41(B)23=-3(B)24=-65(B)25=-26(B)26=-3(B) MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 t 1 0. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10M3/1016 BEFORE USE. Design valid for use only with Mltei t connectors.this design Is Ix-next only utx>n lxaarneters shown.and Is for an Individual Wilding component,not a truss system.Before use.the building designer must verify the cappiicabllity of design rxxcanotors and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallatle from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina ___, T8732577 10007T0 T73 IHIP 2 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:08 2016 Page 1 I D:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-FwZRMA52BPOIf 5uERsJzBICpderumTtM6cNc8DzAzn5 l -1-4-0 4-8-0 9-9-0 14-5-0 15-9-0 1-4-0 4-8-0 5-1-0 4-8.0 1.4.0 Scale=1:27.8 7x10 6x8 4 20 21 5 6.0012Illif Ill IIIIM IRO 4x5 i 19 22 4x5 o 3 6 co ' 41.1w 7 114 1*.°141i I Id 2 _ 8 I 1 10 9 2x4 11 4x5= 3x6 1 3x6 II l 4-8-0 9-9-0 i 14-5-0 4-8-0 5.1.0 4-8-0 Plate Offsets(X,Y)-- 12:0-3-1,0-1-51,14:0-4-4,0.2-0],15:0-3-4,0-2-4],(7:0-3-1,0-1-51 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 7 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:69 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 2x4 SP No.3 1.6-0,Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=657/0-5-8,7=657/0-5-8 Max Horz 2=50(LC 11) Max Uplift 2=-108(LC 12),7=-108(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-812/222,4-5=-687/232,5-7=-812/222 BOT CHORD 2-10=-106/682,9-10=-104/686,7-9=-116/682 • 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=5.0psh h=25ft;B=45ft;L=24ft;eave=4lt 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 4-8-0,Exterior(2)4.8-0 to 13-10-6,Interior(1)13.10-6 to 15-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 0,01111111/11. grip DOL=1.60 �� A �I 3)Provide adequate drainage to prevent water ponding. ��`O�p`S q(e',,,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �.X ••'CEN • 'T�1- 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 �: k •• ') S4•••'vj ', will fit between the bottom chord and any other members. • • No 39380 •: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=108,7=108. • • • •. T' ,0 * :e:.- -. .--8--- -.-e-! ___--..-mir- - • ...- -..•_4•-•-• , : .•.,, ... <<, ••' 0 R I V.••r.,\ •N witilitillt" Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Ceti 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 _ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev.1aV3r2015 BEFORE USE. Design valid for use only with MllekSS connectors.this design Is based only upon parameters shown,and Is for an Indivkkxrl bulldog 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 IrxlMducl truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wllh possible personal Erjray and property damage. RN general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.tee Street Suite 312,Atexoaxirla,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty l Ply I Catalina T8732578 10007T0 1T74 MONOPITCH 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:08 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl1ylhhD-FwZRMA52BPOIISuERsJzBICgVesOmUyM6cNc8DzAzn5 -1-5-5 5-0-0 l 1-5-5 5-0-0 Scale=1:17.7 4 l 5.54 FIT 11 3x4% 10 ry 3 2 iso. di 1 ri 5 110111 . 3x5 II I 5-0-0 5-0-0 Plate Offsets(X,Y)-- I(2:0-1-8.0-1-81 _ _ LOADING(psi) I SPACING- 2-0-0 CSI. DEFL. in (roc) Vdeil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 � Lumber DOL 1.25 BC 0.24 Vert(TL) -0.07 5-8 >840 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP RACINGTOP 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. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=124/Mechanical,2=297/0-5-13,5=61/Mechanical Max Horz 2=95(LC 12) Max Uplift 4=-46(LC 12),2=-57(LC 12) Max Gray 4=124(LC 1),2=297(LC 1),5=89(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=25ft;B=45ft;L=2411 eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.5-5 to 1-6-11,Interior(1)1-6-11 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. 1111111 4)Refer to girder(s)for truss to truss connections. `�0% S A 4 ii,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ``N ON A4 1 s% O • •E•N .'9 1. No 39380 * • 4. Q. T• E ' ' - :` , . . . _,... OV .. .: Y '� cc\ ••4 0 RI Vs.•' C" . i/'assIO % . E?s' Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. NI" fi Design vaiki for use only with Ml lek)co nnoc tors.Ihls design Is based only upon parameters shown-and Is for an individual bidding component.not a truss system.Before use.tfe!Adding designer must vestry the applkabllty of design rxxaneters and properly o prorate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional lemlxxay and permanent tracing Milk** Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.doitvery,erection and bracing of trusses and truss systems,seeANSI/lPtl Quality Criteria,088.89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 317,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ;Qty l Ply Catalina T8732579 10007T0 175 JACK-OPEN 12 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:09 2016 Page 1 I D:DzLi?nN52NO9EHIv_dgJ 1 l ylhhD-k67gZ W 6hyj W cHFTR?ZgCkzl?WLBzVxCVLG7AgfzAzn4 -1.4.0 4-8-0 i I 1-4-0 I 4-8-0 Scale=1:17.8 4 6.00 FiT 3x4 10 uu d 3 r� N 2 11011) 1 5 3x611 4-8-0 I 4-8-0 Plate Offsets(X,Y)-- [2:0-2-8,0-1-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Ven(TL) -0.05 5-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 IVa n/a BCDL 10.0 Code FBC20141f PI2007 Matrix-MS i Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=116/Mechanical,2=276/0-5-8,5=57/Mechanical Max Horz 2=95(LC 12) Max Uplift 4=-45(LC 12),2=-50(LC 12) Max Gray 4=116(LC 1),2=276(LC 1),5=83(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.Opsh BCDL=5.0psf;h=2511;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 4-7-4 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. ,.0%1111 11g 4)Refer to girder(s)for truss to truss connections. ,SS A, Its 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ,�� _kP A, , •% OW se •E N .—14.1e No 39380 • r UL- : 'i,i��5''ONA�f�' Thomas A.Alban!PE No.39380 MN(USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 i 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11•7073 rw.11W9/2015 BEFORE USE Nit Design valid for use orgy with MIIekN connectors.This design Is based only upon parameters shown,and Is for an YxtvIrfx9 budding 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 budding of IndNidual 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 booing of trusses and truss systems-seeANSI/1P11 Qually Criteria,DSB439 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdklNe from Truss Plate Institute,218 N.lee Street,Suite 3l2 Alexallda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732580 10007T0 T76 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:09 2016 Page 1 I D:DzLi?nN52NO9EHIv_dgJ I 1 ylhhD-k67gZW 6hyj W cHFTR?ZgCkz10K2BCVxCVLG7AgfzAzn4 -1-4-0 4-5-11 i 1-4-0 4-5-11 4 Scale=1:17.4 ril 1g . >-, m 5 ►/ 3x6 II 4-5-11 I 4-5-11 I Plate Offsets(X,Y)-- 12:0-2-8,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 1 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 1 Vert(TL) -0.04 5-8 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.00 I Horz(TL) 0.01 2 rite rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS i Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=110/Mechanical,2=269/0-5-8,5=54/Mechanical Max Horz 2=93(LC 12) 0 Max Uplift 4=-43(LC 12),2=-50(LC 12) Max Gray 4=110(LC 1),2=269(LC 1),5=79(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.Opsh h=2511;B=45ft;L=24ft;eave=4ft;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 4-4-15 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. `,.01111111Ts c .��, 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. `,�%�.. . A(6��1i,,, NS se •.... .... E•N ' ."7 I• • No 39380 ;* e. M 7.-p: - . t •�L�T' � . i., ••% 0R10. .\,. •,�iti`�,/0 N A"iiiiiiii'��%I4 Tomas A.Albans PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/201$BEFORE USE. tilt Design valid for use only with MI1olQ)connectors.Ihis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stobility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:atbn,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply ! Catalina T8732581 10007T0 777 JACK-OPEN 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 322561 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:10 2016 Page 1 I D:DzLi?nN52NO9E HIv_dgJ I l ylhhD-ClhCns7Jj 1 eTuP2dZHLRGAH DOSazEOSeZwsiC6zAzn3 -1-4-0 2-5-11 1-4-0 2.5.11 Scale=1:12.4 4 1 10 ,�� - 6.00 12 3x4 3 b A) S1 - 3x5 II 2.5.11 I 2-5-11 I Plate Offsets(X,Y)-- 12:0-1-8.0-1-51 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 0.04 Vert(TL) -0.00 5-8 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 2 n/a nta 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 2-5-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. SLIDER Lett 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=51/Mechanical,2=199/0-5-8,5=23/Mechanical Max Horz 2=64(LC 12) Max Uplift 4=-19(LC 12),2=-54(LC 12) Max Gray 4=51(LC 1),2=199(LC 1),5=39(LC 3) FORCES. (lb)-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=5.0psf;BCDL=5.Ops1;h=25th B=451t;L=24it eave=4tt;Cat. II;Exp 8;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-4-15 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. 111111 4)Refer to girder(s)for truss to truss connections. �0" A I�//// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ��SS 1 . 114, �& •E•N . l icc No 39.380 • - .0,:,,,c :--54.- %YV} r : ie//SS�O N A E,���� 11111 • Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: May 31,2016 I NI, V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekay connectors.This design is truant only upon rxxamelers shown,and Is for cn Individual bolding component.not a truss system.Before use,the bulking designer must verily the applicability of design paraneters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web ondfor chord members only.Additional temporary and permanent bracing MiTek' k always reputed for stability and to prevent collapse with posstie personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.f fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria.058.89 and SCSI Building Component Safety Information avalable from truss Plate Institute.218 N.Lee Street.trite 312.Nexandrla VA 22314. Tanga.FL 33610 Job Truss Truss Type Oty Ply Catalina T8732582' 10007T0 1T78 JACK-OPEN 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:10 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ 11 ylhhD-ClhCns7Jj 1 eTuP2dZH LRGAH BW Sa6EOSeZwsjC6zAzn3 -1-5-5 I 0-11-11 I I 1-5-5 0-11-11 Scale=1:8.4 3 5.54 FY 2 ppilltim 'S , d lr c, 1 j 1 , Mii- 4 3x4= 0-11-11 0.11.11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud 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 0.03 Vert(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=3/Mechanical,2=190/0-5-13,4=-29/Mechanical Max Horz 2=42(LC 12) Max Uplift 3=-4(LC 9),2=-84(LC 12),4=-29(LC 1) Max Gray 3=4(LC 17),2=190(LC 1),4=25(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=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh 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)3,2,4. `,,o l i i i i,i, ,••00PSA :4.6ale, .% ' �E�N .'9 .i k . \G 3F �.• , ': No 39380 -- .32,..c.-- • T : a;± ?Ei- -. e� •'e �5•kGA10. �\ , Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1010312015 BEFORE USE. Design vat W for use only with MIIeld>connectors.This design is based only upon parameters shown-and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMduol 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalktde from Truss Plate Institute.218 N.Lee Street.Suite 312,PJexaxkkr-VA 72314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Catalina T8732583 10007T0 179 Monopitch 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:11 2016 Page 1 ID:DzLi?nN52N09EHIv_dgJl lylhhD-gVFa C7xUKmKWZdp7_sgp0gKEssdzriooacHlYzAzn2 5-0-0 5-0-0 Scale=1:17.7 3 - 5.5412 10 9 3x4 2 ' 10 I 11 4 3x5 11 5-0-0 5-0-0 I Plate Offsets(X,Y)-- f1:0-2-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.08 4-7 >719 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 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 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=197/0-5-6,3=131/Mechanical,4=67/Mechanical Max Horz 1=66(LC 12) Max Uplift 1=-2(LC 12),3.50(LC 12) Max Gray 1=197(LC 1),3=131(LC 1),4=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=oft;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 4-11-4 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. ``,,11111111/,/�, 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)1,3. `�• tsh A. A ,, � •` � ••••c E N s •-9 No 39380 * • • T' --dear.` L � 1#1,:ON AL'`% Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: May 31,2016 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10ro3/2015 BEFORE USE. Design valid for use only with Milek49 conneckxs.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the bulling designer must verify the applicability of design parameters aid 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 bracing MiTek' Is always required for stability and to prevent collapse with possible personal k>Kay and property damage. For general guidance regardng 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 Blvd. Safety Information avalkible from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply ' Catalina T8732584 10007T0 J T80 Jack-Open 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:11 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJl IylhhD-gVFa C7xUKmKWZdp7.sgpOgL_stBzriooacHlYzAzn2 4-8-0 I 4-8-0 Scale=1:17.8 3 6.00 FIT 9 3x4 c N g 2 r` N 1 111101 I 4 3x5 II 4-8-0 I4.8-0 I Plate Offsets(X,Y)-- (1:0-2-0.0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 4-7 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.06 4-7 >882 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=184/0-5-4,3=122/Mechanical,4=62/Mechanical Max Horz 1=66(LC 12) Max Uplift 3=-49(LC 12) Max Gray 1=184(LC 1),3=122(LC 1),4=85(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=24ft;eave=oft;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 4-7-4 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. 1111111 4)Refer to girder(s)for truss to truss connections. so Cj A• //Iiii� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ``s p A(e 4',,, � ,�'� .•'�GEN3• . 1'1, ,1 No 39380 ••. ;jam °17..;:51.-.k 9• :4.0:4 I ir:.2".. 41./%; %-la-',,,...t:ttItillif III SNN Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Designvalid for use only with Mconnectors.this hoesr IIekJ connecto . s design xl only upon parameters shown,and Is for on kxflvkAxi tri tiny component,not bulking truss system.Before use.the designer mist verity the ap pparameters of design and properly incorporate this design Into the overall building chord design. Bracing Indicated Is to prevent buckling of individual truss web and/or members only.Additional temporary metpermanent bracing MiTek- is always required for stability and to prevent collapse with possible personal kyiay and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,D5B-89 and BCSI Building Component Safely Information available horn Truss Plate Institute,'218 N.Lee Street,Suite 312,Alexandria VA 22314. I Tampa,FL 33610 Job ITruss Truss Type Oty Ply Catalina T8732585 10007T0 T81 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:12 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ1 lylhhD-8hpyCY8ZFeuB8jC?giNvMbNW5GDhilyxl DLgH_zAzn1 4-5-15 I ' 4-5-15 Scale=1:17.4 i 3 ;i 6.00 12 9 3x4 2 1 IPP",dill1101141111111 M I 4 3x511 4-5-15 4-5-15 Plate Offsets(X,Y)-- 11:0-2-0,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.05 4-7 >989 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.5-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Lett 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=177/0-5-8,3=117/Mechanical,4=60/Mechanical Max Horz 1=64(LC 12) Max Uplift 3=-47(LC 12) Max Gray 1=177(LC 1),3=117(LC 1),4=81(LC 3) FORCES. (lb)-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.Opsh BCDL=5.Opsh h=25tt;B=45ft L=24ft;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 4-5-3 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.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. '//�,,,,0111111/11, 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. `,S•0.A i>.— A, '1 e, r. S• ,q .° • No 39380 . ' )'i 7.3e.c* • g „....7 .,�1.1/„�ONA iso• Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING•Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10'03/2015 BEFORE USE. it Design valid for use only wilts Mltek.J connectors.1Ns design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the braiding ing designer reset verify the applicability of design i aameters 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 for stability and to prevent collapse with possible personal kslmay and property damage. For general guidance regarding the fabrication..storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quarry Criteria,DSB•89 and BCSI Bunking Component 6904 Parke East Blvd. Safely Information avalldble from Truss Plate Institute.218 N.Lee Street,Smite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Catalina T8732586 1000710 T82 ROOF SPECIAL GIRDER I 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:13 2016 Page 1 lD:DzLi?nNS2NO9EHIv.dqJ 11 ylhhD-c1N KPu9B0y121tnCE Pu8upvkjfa2RIF5Gt5NpRzAznO 071 2-8-2 5.44 5-11-5 0--7--1 2-8-2 2-8-2 I 0-7-1 Scale=1:14.0 4x5= Special NAILED 3 5.54 12 4 2 5 "� a 1 10 c 62x4 1' NAILED 2x4= Special 2x4= I 2-8-2 5-44 I 2-8-2 2-8-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 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) 2=309/0-5-13,4=309/0-5-12 Max Horz 2=22(LC 7) Max Uplift 2=-46(LC 8),4=-46(LC 8) Max Gray 2=312(LC 17),4=312(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-412/47,3-4=-412/47 BOT CHORD 2-6=-38/355,4-6=-38/355 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=5.0psh BCDL=5.0psf;h=25ft;B=45It;L=24ft;eave=oft;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 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 ``,it a 1111 g•�,, will lit between the bottom chord and any other members. ,0 cJ A I�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. %%O�P A(e 'Oe 6)"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. ♦♦ .0 • • 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦�,`�•,•V G•E N`S6'.'.2/•°. LOAD CASE(S) Standard No 39.3.80 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) — — :7'"r Vert:1-3=-60,3-5=-60,7-10=-20 ---._,...r • , ....:, Concentrated Loads(1b) • �1/♦ Vert:6=-77(F=-34,B=-43)3=-01(F=-21,6=-21) i(j-- ,� -;fes �•[(j♦ Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 I 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE M11-7073 rev.10/03/2015 BEFORE USE. idt Design valid for use only with tined: connectors.INs design Is based only upon 1xaan peters shown.and Is for cn Irxflvidu al building component-not I a truss system.Before tee-the IxiNarxa designer must verity the applicability of design rx rend rs 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 possble personal!Wry and property damage. For general guidartce regarding the fabrication,storage.deitvery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate institute,218 N.lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 N Job Truss I Truss Type Qty j Ply Catalina T8732587 10007T0 T83 J1 JACK-OPEN 2 1 , Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:13 2016 Page 1 ID:DzLi?nN52NO9EHly.dgJl lylhhD-ctNKPu9BOy121tnCEPu8upvkvfbARIC5Gt5NpRzAznO -0.7-1 2-7-6 0-7-1 2-7-6 NAILED _ Scale=1:10.6 3 5.5412 N 2 11 I1 I 414 2x4= NAILED 2-7-6 I 2-7-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 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 WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 1 Weight:9 lb FT=20% L LUMBER- BRACING- ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=81/Mechanical,2=142/0-5-13,4=54/Mechanical Max Horz 2=46(LC 12) Max Uplift 3=-29(LC 12),2.25(LC 12) Max Gray 3=81(LC 1),2=142(LC 1),4=61(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=4th Cat. II;Exp B;End.,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.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. .1011111111g1� 6)7)"NAIn thle LOADdicates 3-10d CASE(S)section,toads)or 2-12d appli d to the face of the truss are noted as foe-nails.For more ront details o'er tock(Bj k's ST-TOENAIL Detail. `,,,O PS A '4z I'ee LOAD CASE(S) Standard ,� cr �,�1`,•• ��G E N g�.'•�,/ °• ' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •: No 39380 �:. • Uniform Loads(plf) • Vert:1.3=-60,4-5=-20 * t' Concentrated Loads(Ib) • Vert:3=-17(B)4=-19(B) �-0 i� .T :L�, Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1, V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 rev.10/03/2015 BEFORE USE ill, Design valid for use only with Milekb connectors.This design is txsed only upon parameters shown,and Is for an individual building component,no, a truss system.Before tee.the building designer must verify the applicability of design parameters and properly tcuporate this design Into the overall raiding design. Bracing indicated Is to prevent buckling of to dM dud9 truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with posstrle personal'Nary and properly damage. For general guidance regarding the 6904 Parke East Blvd. • fabrication,storage,delivery.erection and bracing or trusses and truss systems.seeANSt/lPt I Quality Criteria,DSB-89 and BCSI Bullring Component1 Safety Information available from Truss Plate institute,218 N.Lee Street,Stile 312,Nexondrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732588 10007T0 T84 JACK-OPEN 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:14 2016 Page 1 ID:DzLi?nN52NO9E HIv_dgJ 11 ylhhD-44wjdEApnF9vNOMOo6QN ROSwm3xXACSEUXgxLtzAzn? -0-7-1 2-6-4 I 0-7-1 2-6-4 Scale=1:10.4 3 , rn 5.5412 1 0 i . C. 2 , 4 .41111111111.1.-1111111 2x4= 2-6-4I I 2-6-4 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na 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 2-6-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,2=138/0-5-13,4=33/Mechanical Max Horz 2=45(LC 12) Max Uplift 3=-21(LC 12),2=-25(LC 12) Max Gray 3=61(LC 1),2=138(LC 1),4=44(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=5.0ps1;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp B;End.,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. ,`osI I 111►ii,i .OS�PS A. A ite k .• 0G E NS<c''9'Li• %% No 39380 ' yt -D: s •�•T. 1b • - -' S' •.••O R 1 V. r..\ Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 0 WARNING-Varity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. Ilegt Design valid for use only with Miteky connectors.This design Is based only upon parameters shown,and is for an individual building component.not a truss system.Ifofore use,the building designer must verily the applicability of design txxcxneters 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 MRTek is always required to stability and to prevent collapses wtth possible personal Injury and property damage. For general guidance regaalng the fabrication,storage,delivery,erection and bracing of trusses and tr ss systems.seeANSI/IPI1 Quality Criteria,DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 el.Lee Street,Suite 312.Alexa drkr,VA 22314. Tanya.FL 33610 Job Truss Truss Type Qty Ply Catalina T8732589 10007T0 Vol Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue May 31 12:56:15 2016 Page 1 ID:DzLi?nN52NO9EHIv_dgJ1lylhhD-YGU5gaARYZHm?AwaMgxczE 5WTH4vfDOjBaUuJzAzn_ 5-1-0 6-5-0 7-9-0 9-1-0 10-5-0 15-6-0 5-1-0 T 1-4-0 1-4-0 1-4-0 1.4-0 5-1-0 Scale=1:24.7 4x10= 5 6.00 12 4 ��\ 6 N r 7 3 19 0 17 18 P , 20 re ` 8 ei 2 1 MI • 9 1 O ' ] `, n e q _ o 3x4 i 16 15 14 13 12 11 10 3x4 0-9-8 5-1-0 6-5-0 I 9-1-0 10-5-0 15.6.0 0-0-8 5-0-8 1-4-0 2-8-0 1-4-0 • 5-1-0 Plate Offsets(X,Y)-- [5:0-5-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-S 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-5-0. (Ib)- Max Horz 1=-53(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,16,10,15,14,12,11 Max Gray All reactions 250 lb or less at joint(s)1,9,13,16,10,15,14,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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)1-4-9 to 4-4-9,Interior(1)4-4-9 to 7-9-0,Exterior(2)7-9-0 to 10-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. `,`�►111111//��, tom hord ring. • 5)This ltruss has been designed e requires continuous tfo ac10.0 psfabottom chord live load nonconcurrent with any other live loads. ,``,`\1J' ' A" '4, �4, 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 ,��.,.P,• G•E N S+• e'9�i��i will fit between the bottom chord and any other members. ...�. F•••, % 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,16,10,15, 14,12,11. = No7,1 39380• • _w • .sz• '- : .°1 c( •.4OR1Q• �\�• .. iiitImmo` • Thomas A.Alban)PE No.39380 • MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Q WARNING-Verify design paranwtms and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10N3/20ri BEFORE USE. iff Design valid for use only with Mllek�connectors.This design Is based only upon parameters shown.and Is for an Individual buldfng component,not a truss system.Before use,the building designer must verify the of vlicabllty of design parameters and property incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. 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