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1644 MARITIME OAK DR - TRUSS '•` OFFICE COPY BCS BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD. SUITE 20B 060400 GREEN COVE SPRINGS, FL 32043 260840 140740 601-00 12.0620 0: 904.297.9390 F: 904.529. 1406 / BEARING HEIGHTS r_ e 4 91— 1 1 /8" tJ ,o as .„,,s,,,,,„„,,,-„ ,,�.,, o F. Pr. W — ” ` ///// 1 OL 1 1 /8 TOS 201 ,aim _ 2-0400 714. TN/0 Tre L 20' - 1 1 "2-00.00s 2. ,a•m r no cm ,a m ,o.. 1 i "F .Y 11 d ,i,,,,,,,,,,,,,,,,,,,l As 11 11-.00 "`°° TM. THIS ISA TRUSS PLACEMENT 'D' =«m 'a'°° 1 DIAGRAM ONLY. fin 2.011004 g =0 Th2 These trusses are designed as MOOD -- r-- individual building components to be 2.04 00 ' K, . incorporated into the building design at 202._ 'a`°° the specification of the building I I I :„ ".- — designer. See individual design sheets — um for each truss design identified on the placement drawing. The building EJOS n o o o o o g y r o t . . . . . . . ,. n o o 2 „ „ „ „ „ . . designer is responsible for temporary and permanent bracing of the roof and s E ,Eg g s 'ao o E E 4 EEE E E . g g g g _ 4 — floor system and for the overall ` structure.The design of the truss '°� support structure including headers, "'" "'�"'k"�""�"''�' "","A"�"� ' I beams,walls, and columns is the responsibility of the building designer. For general guidance regarding ^^ 360400 bracing, consult"Bracing of Wood ®.,,m Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, Products Floor Truss Connector List Roof Truss Connector List WI 53179. Product Plies Net Oty Manuf Product Qty Manuf Product Qty ATTENTION. 1-314"x 20"VERSA-LAM®2.0 3100 SP 3 3 USP THD26-2 2 USP JUS24 6 Refer to truss layout and engineering 1-314"x 20"VERSA-LAM®2.0 3100 SP 2 2 USP THD46 19 USP THD26 11 Y g g 1-314'x 20"VERSA-LAM®2.0 3100 SP 3 3 - documents that arrive with delivered 1-314"x 20"VERSA-LAM®2.0 3100 SP 2 2 field trusses. Unless noted otherwise,all beams are by others. REVISION DATE CHECKED BY 00/00/1 5 CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC BEACH HERITAGE MODEL TERRANO ELEVATION COASTAL DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 1 28 07/24/2018 REF# SCALE: 3/ 1 611 = 1 loll 16312 R: 140.00 6.0500 4060 , 31-1146 190100 60600 • , at,—IL • g.... • 14600 III "• I $ � IIII Tr\ / 2-0600 DI 0 .3 n. 4 '►, T442-0600 III 20600 i - x-0600 8 �_ III .1 • _--_ ' --2.000 S 1.1600 iii II' 1-0F1�_ L tax x46046 III . l ex „ACM --- -- -- ' 10-00 III - -_ is i�- -. �- u n/ 10.-00 nl iii II I II '... x0600 , A rinfiftilliP�. /� 1-0..0 III • :-01600 lir /I I Pi NI MAlin x7 $ 60612 0 r.: 20600 /1- me I,lir • 1 00 -X111101 .1 I_, I ^ 2-0600 III $ � $ III nt ; 20600 l0 T34 •• R • 2• .• 24600 IR nz IR .. 2 20600 Iq $ 162I 10.06 Tii-- 14600 IR 0716 I n0 2.00 III A ,/ // A. n • • - 20600 III t 60600 10116 3 10606 606m III •.._ - ---- - - 2.01600 flu i. ___ ‘V • / \ '''—r 60600 30600 460600 20600 60600 60000 "6 I 60° Plot!• en FB02 26-1 F604 19-t FB03 13-t SECOND FLOOR LAYOUT SCALE: 3/ 1 6" = 1 10" • Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 'ISR MiTekg RE: 16312T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brother's Project Name: . Model: The Terrano - Coastal Lot/Block: 128 Subdivision: Atlantic Beach CC Address: 1644 Maritime oak Drive, . City: Jacksonville Mato' Fi Lou Pontigo & Associates, Inc. Consulting Structural Engineers )4,,NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 0 REJECTED -SEE REMARKS 0 REVISE &RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accuracy or completeness of details,quantities,dimensions, weights or gauges,fabrication processes,construction means or methods. coordination of the work with other trades or construction safety precautions,all of which are the sole responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the item is a component.Review of re-submission will cover only designated changes on the submittal and other changes clearly identified by the Contractor.1 By: ..S Date: p RE: 16312T0 - Site Information: Customer Info: Toll Brother's Project Name: . Model: The Terrano - Coastal Lot/Block: 128 Subdivision: Atlantic Beach CC Address: 1644 Maritime oak Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T14682250 J21 7/27/18 78 T14682293 T30 7/27/18 36 T14682251 J22 7/27/18 179 T146822941 T31 7/27/18 37 T14682252 J31 7/27/18 80 T1468229511-32 7/27/18 38 T14682253 J32 7/27/18 81 T146822961133 7/27/18 39 T14682254 J41 7/27/18 82 T146822971134 7/27/18 40 T14682255 J42 7/27/18 83 T14682298 1135 7/27/18 41 T14682256 J51 7/27/18 84 T146822991136 7/27/18 42 T14682257 J52 7/27/18 85 T146823001137 7/27/18 43 T14682258 J53 7/27/18 86 T146823011138 7/27/18 44 T14682259 J54 7/27/18 87 T146823021139 7/27/18 45 T14682260 J55 7/27/18 88 T146823031140 7/27/18 46 T14682261 J56 7/27/18 89 T14682304 1 1-41 7/27/18 47 T14682262 J57 7/27/18 90 114682305 1 T42 7/27/18 48714682263 J61 7/27/18 91 T14682306 1 143 7/27/18 49 f 714682264 J62 7/27/18 92 T14682307 T44 7/27/18 50 1114682265 101 7/27/18 93 T146823081145 7/27/18 51 1114682266 102 7/27/18 94 T14682309 1 1-46 7/27/18 52 T14682267 T03 7/27/18 95 T14682310 T47 7/27/18 53 al 4682268 I T04 7/27/18 96 T14682311 1148 1 7/27/18 54 1T14682269 T05 7/27/18 97 T14682312 V01 7/27/18 55 T14682270 1106 7/27/18 98 11146823131V02 7/27/18 56 T14682271 T07 7/27/18 99 T14682314 V03 7/27/18 57 T14682272 ITO9 7/27/18 58 T14682273 1110 7/27/18 59 T146822741111 7/27/18 60 T146822751112 7/27/18 61 T14682276 1113 7/27/18 62 T14682277 1 T14 7/27/18 63 T1468227811-15 7/27/18 64 T146822791116 7/27/18 65 T146822801117 7/27/18 66 T14682281 1T18 7/27/18 67 T14682282 11-19 7/27/18 68 T14682283 1120 7/27/18 69 T146822841121 7/27/18 70 T146822851122 7/27/18 71 T14682286 1 T23 7/27/18 72 T1468228711-24 7/27/18 73 T14682288 1125 7/27/18 74 1146822891 12 7/27/18 OFFICE COPY 75 T1468229017277 7/27/18 76 T14682291 1-128 7/27/18 77 T14682292 1129 7/27/18 2 of 2 'Job Truss Truss Type ' * 'Oty Ply T14682216 16312T0 EJ05 Jack-Open7 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 6 May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:07 2018 Page 1 I D:zgoOo�iAO8g5H R W MjdZx7azyR56-8bn3zO_pdOq 1 rpS4ktR HpemgrparYxKBKmk4TGytv8A 5-6-0 5-6-0 Scale=1:18.4 3 1 5.00 12 9 d 4x5 i n 2 'd t5; N 1 ii0111. Iii kill 4 • 3x6 I I 5-6-0 5-6-0 Plate Offsets(X,Y)-- (1:0-2-0,0-0-10) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.08 4-7 >833 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 rile n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=218/0-5-8,3=146/Mechanical,4=71/Mechanical Max Horz 1=93(LC 12) Max Uplift 1=-30(LC 12),3=-86(LC 12) Max Gray 1=218(LC 1),3=146(LC 1),4=98(LC 3) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-254/48 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 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. ,`.>) I l t i I iI/,, 4)Refer to girder(s)for truss to truss connections. S% kik PS A. Ai ',i, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. `� o "• B ed, 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum s% •Z .•• G E N s••.q2 0 sheetrock be applied directly to the bottom chord. •• 0 F • No 39380 t".•53• ---.F • 4U: 2. iT . OR `�P :\ ,. Iii 0 1,0 Thomas A.Alban]PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MWWEK REFERANCE PAGE Ml-7473 rev.10/03/2015 BEFORE USE. Ir Design valid for use only with Mifeke con nectos.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 appll:abllty 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU7Ptr Qually CrMifa,058-89 and IICSr lading Compon nt 6904 Parke East Btvd. Safely InfonnaRnnovallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type11Qty Ply gi T14682217 16312T0 iEJ14 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:08 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-cnLRAm?ROiyuTzl GHbyW LrlmuDxaH0aKZQUeOiytv89 4-0-0 4-0-0 3.00112 Scale=1:19.6 5 2 '1 2.4 II t LA qq R 0 m I f, Illad kJ 4 3x4 II 3 4-0-0 _ I 4-0-0 Plate Offsets(X,Y)-- (1:0-2-3,0-0-8],(4:0-1-8,0-1-0] LOADING(psf) SPACING- 2-0-0 ICSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.58 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.24 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.09 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=152/0-5-8,2=109/Mechanical,3=42/Mechanical Max Horz 4=106(LC 12) Max Uplift 4=-31(LC 8),2=77(LC 12),3=-7(LC 12) Max Gray 4=152(LC 1),2=109(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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ���� 6)This truss design requires that a minimum of 7/16•structural wood sheathing be applied directly to the top chord and 1/2•gypsum ‘i::::::::::; e �j, sheetrock be applied directly to the bottom chord. •.q2 ��<Cl Cr:77 'te;140.11NliA:it_tittv-00%% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.I0dt372015 BEFORE USE. I Design valid for use only with MtTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milia k' 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,seeAM,y/r/I►Quay CMOI10,03849 and BC31 Balding Componanr 6904 Parke East Blvd. Sandy lFMlmaI nivallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type * Qty I Ply T14682218 16312T0 EJ34 Jack-Open 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:09 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-4zvpO6?3904147cTrITI u3r2cdl KOrgUn4D BY8ytv88 3-8-0 3-8-0 Scale=1:10.1 7 2 - 3.00 112 N 1 N 3x8 11 3 3x4 = 0-3-0 3-8-0 0-3-0 3-5-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-1,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 1 n/a n/a 1 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=89/Mechanical,3=55/Mechanical,1=144/0-3-8 Max Horz 1=41(LC 8) Max Uplift 2=-60(LC 8),3=-44(LC 8),1—88(LC 8) Max Gray 2=89(LC 1),3=63(LC 3),1=144(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4 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. 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 `,%%1111111/11 i will fit between the bottom chord and any other members. ,to•S A. 4�',�, 4)Refer to girder(s)for truss to truss connections. N•� .. A Si , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ♦`♦♦i�• *k• G E N d•• Q2/. ♦ • No 39380 * - -7:::::71:(:) Tom`" P. F ' ‘.4.•C's;s\.%.1:441:C45):: Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 1 imi_ 0 WARNING-Var11y design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rw.10/03/1015 BEFORE USE. Design valid for use only with MlTektr connectors.This design is based oily upon parameters shown,and Is for an krdtvidual building component,not 1 a truss system.Before rise,the hrAf ding designer must verify the applicability 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 temporary and permanent bracing MiTek" is always required tar 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,seeAMSI/)P11 Qualy C/feda,05649 and 8CS1 Belding Component 6904 Parke East Blvd. Saretytilormafonsvallable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A Qty Ply T14682219 16312T0 EJ44 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:09 2018 Page 1 I D:zgoQoiuAQ8g5 H RW MjdZx7azyR56-4zvpO6?3904147cTrITIu3r2vd13Orq U n4DBY8ytv88 4-0-0 4-0-0 Scale=1:15.1 3 V 5.00 12 11 4x5 2 LD 1 110 cv 4 3x6 I I r3-01 4-0-0 3-0 3-9-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=175/0-3-8,3=94/Mechanical,4=46/Mechanical Max Horz 1=67(LC 12) Max Uplift 1=-83(LC 12),3=68(LC 12),4=-43(LC 12) Max Gray 1=175(LC 1),3=94(LC 1),4=65(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. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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. 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. ``,41111 11l1II��' 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)1,3,4. `N `V . �e •j .j,� • CEN 3 ••• No 39380 I. 3 '•'C/ � v�� #0-11—/0NAL �s``, Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 tat 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTeke connectors.this design Is based only upon parameters shown,and is for on individual building component,not truss system.before use,the building designer must verity the epptic:crbthty of design par meters and property inc..-Ap rete this design into tlx: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,seeAMS//7Pli QuaYyCrMda,D$0 89 and BCS/Bolding Component 6904 Parke East Blvd. Safety I nMrmallornvcdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14682220 16312T0 EJ54 Jack-Open 14 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:10 2018 Page 1 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-YATBbSOhwJCciHBfPO??QGODKOeX114dOkzk4bytv87 4-0-0 4-0-0 Scale=1:14.1 2 ��5.00 1 12 1 7 c%1' g N d N 1 3 3x4= 3x6 1 1 4-0-0 I 4-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 i Plate Grip DOL 1.25 TC 0.14 1 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 1Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-5-8 Max Horz 1=67(LC 12) Max Uplift 2=-60(LC 12),3=-1(LC 12),1=-23(LC 12) Max Gray 2=103(LC 1),3=71(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45tt;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,.00111111,"�, 4)Refer to girder(s)for truss to truss connections. s• p.,S A. I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. ..%• Nsi%• A46 ie 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum `���.r ••• Ci E N S••.-9,/,',� sheetrock be applied directly to the bottom chord. •• F •• , 0 No 39380 �'O: :(Z Off. �'.`� •41. �% CC . . 0 R 1 C).1••P %.' III 1i1I Thomas A.Albani PE No.39380 MITek USA,Inc,FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 _ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 nw.10/03/2015 BEFORE USE ' Design valid for use only with MilekS connectors.This design Is based only upon parameters shown,and Is for an individual building component,not I j, a truss system.Hetore rise,the building designer must verity the applicability or 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 tot 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,seeAH,/Ipf f Quality Clinch,DSB-49 and BCS Budding Component 6904 Parke East Blvd. Safely bVormalbmvdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Atexandrla,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Qty Ply T14682221 16312TO EJ55 Jack-Open 15 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:11 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-0M1 Zpnt KhdKTKRmrzjW EzUwONO_6UIKnFOilcl ytv86 4-6-6 4-6-6 Scale=1:15.2 2 5.00 FIT 7 1 3 3x4= 3x6 11 4-6-6 4-6-6 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.04 3-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=118/Mechanical,3=61/Mechanical,1=179/0-5-8 Max Horz 1=76(LC 12) Max Uplift 2=-68(LC 12),1.26(LC 12) Max Gray 2=118(LC 1),3=81(LC 3),1=179(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-10 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. ``,‘�Ili1111.1$1. 4)Refer to girder(s)for truss to truss connections. �• S A. I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. `%N OSP , '-& •'jam 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2•gypsum �•%,(e, .••... .. G E Ns••.q2 .•.. sheetrock be applied directly to the bottom chord. ,..%•..14,11...•• • - No 39380 • O•• ,tom •<v. .'',SS• S 0R ` •cam • I,, •()NAS v-"0- Thomas A.Mani PE No.39380 MITek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Not 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.100372015 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 I j •:}in ASS system.fietore use,the building designer most verity the applicability of design parameters and property Incorporate this deign 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 regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seemisimii Qualify Croda,05849 and ACSI Duldha Component 6904 Parke East Blvd. Sandy IYormalbnavdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type 4 Qty Ply T14682229 16312T0 EJ64 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:11 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-0M I Zpn 1 KhdKTKRmrzj W EzUwNDQz_UIKnFOilc1 ytv86 4-0-0 4-0-0 Scale=1:14.1 2 ��5.00 12 7 , d N N i 1 ■ " t 3 3x5 II 0-3-0 4-0-0 0-3-0 3-9-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=102/Mechanical,3=55/Mechanical,1=157/0-3-8 Max Horz 1=67(LC 12) Max Uplift 2=-69(LC 12),3=-47(LC 12),1=-78(LC 12) Max Gray 2=102(LC 1),3=72(LC 3),1=157(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 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. 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 `i1111111 1 1 trli. will fit between the bottom chord and any other members. s�� S A. 4)Refer to girder(s)for truss to truss connections. �,'OMP A46 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. :•%<.Z�.•\Ci E N,•• 42�• No 39380 • 13; ' = .,d',•S,O N A �r1,`�� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ea-7473 rev.16U32015 BEFORE USE. Design valid for use only with tvtlTek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a tn1.Ss system.Retore use.the br sliding designer must verity the applI<at,11ty of design parameters and properly incorporate this design Into the overall building design. Bracing lndk,ated Is to prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing Mire k" Is always required for stability and to prevent collapse with possible personal terry and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeAllJSV1PII auoayCried°,03849 and BCS luldhy Component 6904 Parke East Blvd. Safety In onnalbluvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty j Ply T14682223 16312T0 F01 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:12 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-UYby072ySxSKxaK2 W Q 1 TVhTRMg9ZD25wT2Sr9Tytv85 0-1-8 H 1-3 0 2-0-8 01,-8 Sc31e=1:45.4 5x6= 5x6= 1.5x3= 4x6= 4x6= 3x6= 1.5x3 II 3x6 FP= 3x6= 4x6= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 30 `�/ \ / \ /_\/\ \/\/1 \ / \ / \ / a 31 �I w w , • , a ve w W [ 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x6= 4x6= 4x6= 1.5x3 H 3x12 M18SHS FP= 1.5x3 II 1.5x3 H 4x6= 4x6= 5x6= I 26-9-8 26-9-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-1-8,Edge],[13:0-1-8,Edge],[22:0-1-8,Edge] LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.51 21 >624 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.70 21 >455 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:149 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, 1-8:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-23:2x4 SP SS(flat) WEBS 2x4 SP No.3(tlat) REACTIONS. (lb/size) 29=1162/0-5-8,14=1162/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1158/0,13-14=-1158/0,1-2=-961/0,2-3=-2492/0,3-4=-3646/0,4-5=-4470/0, 5-6=-4988/0,6-7=-4988/0,7-9=-4907/0,9-10=-4481/0,10-11=-3644/0,11-12=-2492/0, 12-13=-961/0 BOT CHORD 27-28=0/1820,26-27=0/3146,25-26=0/4157,24-25=0/4157,22-24=0/4772,21-22=0/4988, 20-21=0/4988,19-20=0/4785,18-19=0/4153,17-18=0/4153,16-17=0/3147, 15-16=0/1819 WEBS 1-28=0/1411,2-28=-1363/0,2-27=0/1067,3-27=-1040/0,3-26=0/794,4-26=-789/0, 4-24=0/482,5-24=-522/0,5-22=-136/681,6-22=-328/14,13-15=0/1410,12-15=-1363/0, 12-16=0/1068,11-16=-1041/0,11-17=0/789,10-17=-784/0,10-19 /506,9-19=-482/0, 9-20=-49/399,7-20=-499/250 ,,`,`‘,PS 1 Al i q iiii,, NOTES- %• 0.• Z.Si ej 1)Unbalanced floor live loads have been considered for this design. `•% sZ•• G E•N s''•.i��i, 2)All plates are MT20 plates unless otherwise indicated. • 6'..•- 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3•)nails. • No 39380 = Strongbacks to be attached to walls at their outer ends or restrained by other means. -f•v . C� • • ORI'q. • ��� �',ii k3 t/i/ N A ESC?�. iiiitIitt Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/73/2015 BEFORE USE. pirii. Design valid for use only with MilekE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Rekxe use,the bidding designer Solid 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 regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeApidd1►1►oddly coma,Ddldf and Bad duadhig COmpanaalf 6904 Parke East Blvd. Safely WaBnagonrvallable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682224 16312T0 F02 Floor 7 1 I Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:13 2018 Page 1 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-y18KDT2aDEaBZkvE48Yi2vOYZE U7yVT4ii BOhwytv84 0-1-8 H . 1-3-0 2-0-0 -I Scale=1:44.6 3x4= 1.5x3= 3x6= 3x4= 1.5x3 H 3x4= 3x6 FP= 3x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 °:� At. Ari. y ®_ .. _ o A' .oA 30 i\ / \ / \ / \/\ \/\/ \ / \ / m I .14 \' v - -6 / twitA 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 1.5x3 I I 3x12 M18SHS FP= 1.5x3 II 3x4= 3x4= 1.5x3 II 5x6=3x4 II 3x4= 3x4= I 26-5-8 26-5-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-1-8,Edge],[22:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.50 21 >629 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.69 21 >458 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.11 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:148 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 14-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=1147/0-5-8,14=1152/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1143/0,13-14=-1148/0,1-2=-948/0,2-3=-2455/0,3-4=-3586/0,4-5=-4386/0, 5-6=-4868/0,6-7=-4868/0,7-9=-4770/0,9-10=-4325/0,10-11=-3470/0,11-12=-2298/0, 12-13=-755/0 BOT CHORD 27-28=0/1795,26-27=0/3098,25-26=0/4084,24-25=0/4084,22-24=0/4675,21-22=0/4868, 20-21=0/4868,19-20=0/4637,18-19=0/3987,17-18=0/3987,16-17 /2965, 15-16=0/1614 WEBS 1-28=0/1392,2-28=-1344/0,2-27=0/1048,3-27=-1021/0,3-26=0/775,4-26=-770/0, 4-24=0/465,5-24=-507/0,5-22=-148/644,6-22=-299/13,13-15=0/1313,12-15=-1364/0, 12-16=0/1087,11-16=-1059/0,11-17=0/802,10-17=-797/0,10-19=0/522,9-19=-495/0, 9-20=-32/403,7-20=-512/230 NOTES- `01 c A. ,I1I � 1)Unbalanced floor live loads have been considered for this design. •`, 't •.. q... vtj 2)All plates are MT20 plates unless otherwise indicated. �•N,r\`r..*•\Ci E N S•••4/�f/••i 3)All plates are 4x6 MT20 unless otherwise indicated. • • ••. / • 4)Refer to girder(s)for truss to truss connections. .. 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. • N O 39380 Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. • :..si .',;•• •• OR1OP6. ,. , • d, S/ONAL� ss�. -"slit nits" Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 -0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with ivliTek®connectors.This design is based only upon parameters shown.and is for an Indtidud butdir,g component,not a trim system.Tkelore rax:,the br;lldlr a destgr,er must verify the applicability of design parameters and properly Incorporate this deskgn 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,seeANSWpll Quality Climb,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety hdoima/bnavaiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 T14682225 16312T0 F03 Floor 3 1 1Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:14 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-Qxi i Rp3C_Yi2BuUQer3xb6YtXeuVhylDxMxyDMytv83 0-1-8 H 1-3-0 1 :1--0-- Scale:3/8"=1' 4x6= 4x6= 1.5x3= 4x6= 1.5x3 H 1.5x3 I I 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 11 23 ,i \ / \ / / \/ \ / \ / _j kn 10'' 21 20 19 18 17 16 15 14 13 12 4x6= 3x6 FP= 4x6= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 12-9-8 15-3-8 17-9-8 19-3-8 I 1-6-0 l 2-6-0 I 2-6-0 I 6-3-8 2-6-0 1 2-6-0 1 1-6-0 1 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(16:0-1-8,Edge],(17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.18 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.25 17 >908 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 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=-836/0,2-3=-2083/0,3-4=-2857/0,4-5=-3221/0, 5-6=-3221/0,6-7=-3221/0,7-8=-2857/0,8-10=-2083/0,10-11=-834/0 BOT CHORD 19-21=0/1575,18-19=0/2570,17-18=0/3122,16-17-0/3221,15-16=0/3123,14-15=0/2570, 13-14=0/1576 WEBS 11-13=0/1254,1-21=0/1224,10-13=-1178/0,2-21=-1174/0,10-14=0/805,2-19=0/806, 8-14=-772/0,3-19=774/0,8-15=0/456,3-18=0/455,7-15=-422/0,4-18=-422/0, 7-16=-163/430,4-17=-163/430 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. `,`0111111/g,,�, 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. ,% S A It Strongbacks to be attached to walls at their outer ends or restrained by other means. • OSP• •q�e • 5)CAUTION,Do not erect truss backwards. �� .••\e✓E NS'•.'92 0' No 39380 • ( '4 , (V i4` rI- P . c1 �� C? . i,,�ss;O N A�c..�s• Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Voify d•s/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 rev.1003/2015 BEFORE USE. a II Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an hdMduat building component,not I j a truss system.tsfore use,the building designer must verity the ar,t4lcahtIty Cit design parameters and properly incorporate this design into the overall bolding design. &acing 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/lplt Qualy Connie.DS/-89 and/CSI iS dam Compon.nt 6904 Parke East Blvd. Safety ti/Wma/b/nvallable.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply ' I T14682226 16312T0 F04 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:15 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-v7G4e94gksgvo23cCZaA7K5081 DuQP4MA0gVloytv82 0-1-8 H 1-3-0 1-3-8 { 0-/u-8 ScAlb=1:33.0 4x6= 4x6= 4x6-=- 1.5x3 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 / V' \ 7V/ II. 23 �� rE, 24 06 . ll •_I i OM' 21 20 19 18 17 16 15 14 13 4x6= 3x6 FP= 06= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-0-8 15-6-8 18-0-8 19-6-8 i 1-6-0 2-6-0 2-6-0 6-6-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[16:0-1-8,Edge],[17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 I CSI. DE FL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.19 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vett(CT) -0.26 16-17 >876 240 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:109 lb FT=20%F,1146E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 22=1055/0-5-8,12=1055/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1050/0,11-12=-1050/0,1-2=-848/0,2-3=-2117/0,3-4=-2913/0,4-5=-3303/0, 5-6=-3303/0,6-7=-3303/0,7-8=-2913/0,8-10=-2117/0,10-11=-848/0 BOT CHORD 19-21=0/1598,18-19=0/2616,17-18=0/3190,16-17-0/3303,15-16=0/3190,14-15-0/2616, 13-14=0/1598 WEBS 11-13=0/1242,1-21=0/1242,10-13=-1191/0,2-21-1191/0,10-14=0/824,2-19=0/824, 8-14=-792/0,3-19=-792/0,8-15=0/473,3-18=0/473,7-15=-439/0,4-18=-439/0, 7-16=-156/469,4-17=-156/469 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend Strongbacks to x6 be attached to wallscks,on dge,spaced at their outerat ends oroc and fastened to each restrainedrestrai ed by other means. 0%with 3-10d(0.131'X 3°)nails. `,,`0A'PS A. ./1/1 • :,'k •.• \'\GENS45 ••2• ,, ': No 39380 ="O: 'CCS ;o .. '��� ,,iFs• . OR ‘0.,'� ,�• ee rs Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 wi, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1ON3/2015 BEFORE USE i r Design valid for use only with MITek3•connectors.This design Is based only upon parameters shown,and is for an individual building component,not .� CS friss system,.Betore rye,the building designer must verity the applicability of design parameters and properly Inc;rrx,rate this desOn int:,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,seeANSU►pII Qua/SyCdbeda,DSB-89 and SCSI Bidding Component 6904 Parke East Blvd. Safety idonnallomvaliabile from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ! Qty Ply T14682227 16312T0 F05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:15 2018 Page 1 g I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-v7G4e94gksgvo23cCZaA7K5541 NtQYIMAOgV loytv82 4-1 I 1 3x4- 21.5x3 H 31.5x3 I I 4 3x4 I I Scale=1:11.1 9 1. 3 co O•iiiiiiii iiS•iiii'iiiiiiiii i ii:•iiiiiiiOVi JA:iiiiiiiiiiiiiiiiiiii i iiiiO4ii.i ii •:•iiii04444�•ii0•P.•O.•Piiiiiiii i iii ii0❖i•0.40000 i•.O'.•.'Oa'.'.'J.'P.i i i i•.i i i i i i i•.ii4•iii•i i i 8 7 6 5 3x4= 3x4= 1.5x3 H 3x4 1-6-12 2-10-12 4-0-0 i - 1-6-12 1-4-0 1-1-4 Plate Offsets(X,Y)-- (7:0-1-8,Edgej LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:27 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 4-0-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. •1 • No 39380 • l,• • s••( 0R1 • \ �• 111 ,i ,. -,/#1111 E%•ss Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 27,2018 wet WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekx cont vwAots.This design Is based only upon parameters shown,and is for an Individual butding component.not a truss system.Before nse,the building designer must verity the app-ii::abtiity at design parameters and properly incorporate this design into the overall building design. Bracing Indk:ated 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,seeANWIPII Qualify°Veda,DSI-89 and 8CM Bolding Component 6904 Parke East Blvd. Safety Intotmaflorxtvdiable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 1 T14682228 16312T0 F06 Floor 6 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:16 2018 Page 1 I D:zgoQoi uAQ8g5 H RW MjdZx7azyR56-N KgSsV5SV9ymQCepIG5PgXdCf RcE9wrW OgQ31 Eytv81 0-1-8 I 1-3-0 2-2-8 3±8 H Scale=1:21.8 4x6= 4x6= 1.5x3= 1.5x3= 1 2 3 4 5 6 a . .\/\ ./, . 5 1175_ 1\ / \ / 16 _ I 9 a .e o e e 13 12 it 10 9 8 4x6= 1.5x3 H 1.5x3 H 4x6= 12-11-8 12-11-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES W8 0.37 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:73 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 14=693/0-5-8,7=693/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-688/0,6-7=-688/0,1-2=-527/0,2-3=-1205/0,3-4=-1420/0,4-5=-1205/0,5-6=-527/0 BOT CHORD 12-13=0/985,11-12=0/1420,10-11=0/1420,9-10=0/1420,8-9=0/985 WEBS 1-13=0/770,2-13=-727/0,2-12=0/368,3-12=-435/0,6-8=0/770,5-8=727/0,5-9=0/368,4-9=-435/0 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. ' .�` p1/4sA"A�4 /, O .1 'i No 39380 tit .• �▪ : , :��: ''i ��i•`• OR1V•.(j.% • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10.83/2015 BEFORE USE. Design valid for use only with MITekE connectors.This design is based only upon parameters shown.and Is for an indisldual building component.not C1 tn�,systern.Before rise,the building designer must verity the•appli anility or design rxnmrreters and property Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek" 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,seeANIWIWf Quay C/hda,DSB-89 and ICES Belding Component 6904 Parke East Blvd. Safety k7fo,ma#otmvdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply TI4682229 16312T0 F07 Floor 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:17 2018 Page 1 I D:zgoQoiuAO8g5H RW MjdZx7azyR56-rW Or3r64GT4c2M D?J_deClANsrzauNBfdK9cghytv80 0-1-8 —I I 1-3-0 I 1-9-0 I Scale=1:20.6 1.5x3= 4x6= 1 2 3 4 5 6 a a ° 15 \ ./ 9 0 0 e - o 0 0 \ / b ° 13 12 11 10 9 8 e 7 1.5x3 II 1.5x3 II 4x6= 12-6-0 I 12-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[13:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.06 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.07 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 14=668/0-5-8,7=674/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-663/0,6-7=-669/0,1-2=-505/0,2-3=-1140/0,3-4=-1329/0,4-5=-1141/0,5-6=-504/0 BOT CHORD 12-13=0/943,11-12=0/1329,10-11=0/1329,9-10=0/1329,8-9=0/945 WEBS 1-13=0/738,2-13=-696/0,2-12-0/330,3-12=-383/0,6-8-0/757,5-8=-700/0,5-9=0/329,4-9=-383/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)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. .011111111/1•1_ sO mss O�• �e •.i `�,r\1`••\,\GENSc.. �i�' No 39380 ,�,� 4:,,......:-.0.0.-—�- , , 4 •�ii�,`S O N A� ���sss iiiiiiiiThomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101032015 BEFORE USE. Design valid for use only with MITek3 connectors.This design Is based only upon parameters shown,and Is for an ityciividual building component,not a trim system.Before use,the building designer must verity the applicabltity at design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MIRek is always required for stabllfly 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.seeAMS//7P17 QualyCrhrb,DSBd9 and BCS/AWdhp Component 6904 Parke East Blvd. Safety hlommtlonavdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , t Qty I Ply T14682230 16312T0 F08 Floor 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:17 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-rW Or3r64GT4c2MD?J_deCIAN_ry5u NDfdK9cghytv80 0-1-8 H I 1-3-0 i 1-11-8 0116 Scale'=1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 • —\' • 15 16 1/ \ m I o .\ A/ \ • m • 13 12 11 10 9 8 4 1.5x3 H 1.5x3 II 12-8-8 12-8-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-8,Edge],(13:0-1-8,Edge] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.07 11-12 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.08 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 14=679/0-5-8,7=679/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-675/0,6-7=-675/0,1-2=-515/0,2-3=-1169/0,3-4=-1370/0,4-5=-1169/0,5-6=-515/0 BOT CHORD 12-13=0/962,11-12=0/1370,10-11=0/1370,9-10=0/1370,8-9=0/962 WEBS 1-13=0/753,2-13=-710/0,2-12=0/347,3-12=-407/0,6-8=0/753,5-8=-710/0,5-9=0/347,4-9=-407/0 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. `,_.‘t11111.11#1,.'fit `,0�' req • e `•r1 • ENS ., • : ; ' \- F '' '' �: • No 39380 (3(. i .F : LU 0 '(` :• 0 R 1• --P•,.\c�,. C?%. Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 mll0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10433,215 BEFORE USE. Design valid for use only with Mlleka connectors.this design k bused only upon parameters shown,and is for an individual building component,not a truss system.Rewire use,the building designer must verily the applicability at design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS!/IPII QuaYyClfeda,DSA-89 and BCSI Bidding Component 6904 Parke East Blvd. Safety htonnWbrtuvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type • . I Qty Ply T14682231 16312T0 IF09 Floor 4 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:18 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-JiyDH B6j 1 nCTfVoBthStlyj W?FGLdptps_v9M7ytv8? 0-1-8 HI 1-3-0 I l 1-10-0 0-0:8 Scald=1:23.3 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 e 0 o • a /i 16 k — 17 E7 . \ / \ A/• o ao li P.* 14 13 12 11 10 9 8 4x6= 1.5x3 I I 4x6= 13-10-0 — -- -_- - { 13-10-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edgel,[7:0-1-8,Edge],[11:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Sort) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.14 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:78 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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=741/0-5-8,8=741/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-738/0,7-8=-734/0,1-2=-569/0,2-3=-1328/0,3-4=-1615/0,4-5=-1615/0,5-6=-1331/0,6-7=-568/0 BOT CHORD 13-14=0/1062,12-13=0/1615,11-12=0/1615,10-11=0/1559,9-10-0/1068 WEBS 1-14=0/832,2-14=-782/0,2-13=0/430,3-13=-518/0,7-9=0/830,6-9=-794/0,6-10=0/417,5-10=-363/0, 5-11=-97/316 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. 001111f/lf,I iie •`e'.••\GE•Ns• •T . No 39380 /‘17',6149.;70.9N—RA..1....7(c1,‘4.0C10 % Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 MIMI 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/932015 BEFORE USE Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an Individual twIding component.not •a trim system.Fietore use,the buil-Jing designer roust verity the op{,Iic.,ot',Ylty of design piometers and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndM dual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems,seeANSVD/I QuailyCsIMNI0.058.49 and SCSI guiding Compon.nf 6904 Parke East Blvd. Safely Wcnna rrnvaNable from Truss Plate Institute,218 N.Lee Street,Suite 312,Mexandrla,VA 22314. Tampa.FL 33610 Job I Truss Truss Type f Qty 1 Ply I I 1 [ T14682232 1631270 ;F10 Floor 1 I5 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:19 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-nvW bUX7Lo4KKHfNOROf61AFi HffrM KN�g y4eejvZytv8_ p 130 I I 2-1-0 -� Scale=1:14.5 Special 1 2 3 4 • • 11 12 1.5x3 /:___ 1.5x3= - o e 10 9 8 7 6 1.5x3 I; 1.5x3 I I 7-10-0 I 7-10-0 Plate Offsets(X,Y)-- (2:0-1-8,Edge],[3:0-1-8,Edge],(4:0-1-8,Edge],[10:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.04 8 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 10=9413/Mechanical,5=415/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-942/0,4-5=-409/0,1-2=-286/0,2-3=-520/0,3-4=-272/0 BOT CHORD 8-9=0/520,7-8=0/520,6-7=0/520 WEBS 1-9=0/382,2-9=-361/0,4-6-0/395,3-6=-382/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks 6)CAUTION,Doo not erect truss backwardwalls at selr outer ends or restrained by other means. ,,,`,�.00111111/II.�� . ,',' LOAD CASE(S) Standard ,ff,, P..•\G E•N S+• /4 .� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •• • �•••• •• Uniform Loads(plf) No 39380 Vert:5-10=-10,1-4=-100 • Concentrated Loads(Ib) * Vert:1=-542 — 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 0 Uniform Loads(plf) O;•• j7�.F •; 4./ Vert:5-10=-10,1-4=-100 41F-7. 7,...0'..- Concentrated Loads(Ib) moi. '� •( 10.•'P •• ��% Vert:1=-542 �j O R `C? �� 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 e�ss/• ••.` ��% Uniform Loads(plf) /Ii��0 N A���.0 Vert:5-10=-10,1-3=-100,3-4=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:1=-542 Welt USA,Inc.FL Cert 6634 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 inntinued nn mane 2 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 501-7473 ow,1003/2015 BEFORE USE till Design Valid for use only with Mitek®connectors.this design Is based only Upon parameters shown,and is for an Individual building component,not a truss system.Before irxe,the building designer must verify the applk:ablilty of design parameters and properly incorporate this design into the overall tx4cing 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,seeming/Wu edaly C/Ntb,DS#89 and BCR folding Compenlnt 6904 Parke East Blvd. Safety rlfennatbrnvdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply• T14682232 16312T0 F10 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:19 2018 Page 2 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-nv W bUX7Lo4KKHfNOROf6lAFi HffrM KNy4eejvZytv8_ LOAD CASE(S) Standard Uniform Loads(plf) Vert:5-10=-10,1-2=-20,2-4=-100 Concentrated Loads(Ib) Vert:1=-542 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-3=-100,3-4=-20 Concentrated Loads(Ib) Vert:1=-542 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-2=-20,2-4=-100 Concentrated Loads(Ib) Vert:1=-542 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mill-7473 rot,.10932015 BEFORE USE. Design valid for use only with M Iekg connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before rise,the bdlding designer must verify the ap{lcability or design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stabitly and to prevent collapse with possible personal injury and property damage. For general gridance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAlal/►p/►pt0/y Crfeda.03819 and/CSI finding Component 6904 Parke East Btvd. Saloly bdonnaManwdlab4e from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type !Qty Ply T14682233 16312T0 F11 Floor '1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:19 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-nvW bUX7Lo4KKHf NOROf61 AFi8fgZMKPy4eejvZytv8_ 0-1-8 H I 1-3-0 -I 2-1-0 0 13 Scale=1:14.5 1 2 3 4 11 — 12 • 1. — • 1.5x3= 0 1 I . 1 011111110. 9 8 7 6 1.5x3 II 1.5x3 I I 7-10-0 7-10-0 Plate Offsets(X,Y)-- (2:0-1-8,Edge],(3:0-1-8,Edge],[4:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT) -0.03 8 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S I Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(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) 10=411/0-6-0,5=411/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-405/0,4-5=-405/0,1-2=-268/0,2-3=-509/0,3-4=-268/0 BOT CHORD 8-9=0/509,7-8=0/509,6-7=0/509 WEBS 1-9=0/389,2-9=371/0,4-6-0/389,3-6=-371/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .0‘1111111111_ `, 1I .•`�p�Ps A Ade�100 • l .`. k .. �'�C E NSF ••mo• i '. • No 39380 .1 ••• 0Ry •. •• � �. • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.160372015 BEFORE USE NI. ,r Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is lot an Individual building component,not a uss system.Fiefore ixse,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMSVIPlI Quarry C,Nda,DSB-49 and SCSI Balding Component 6904 Parke East Blvd. SafetyWonnaUonavcilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Ifruss Truss Type A Qty Ply 114682234 16312T0 FG01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jul 9 2018 MTek industries,Inc. Fri Jul 27 10:54:25 2018 Page 1 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-AwrueHzFGH3bIALF6xSZFZtzcIt3H4UKeavb3wyty?S 2-5-11 4-7-14I 7-0-11 I 9-3-11 l 11-8-8 2-5-11 2-2-3 2-4-13 2-3-1 2-4-13 Scale=1:21.6 Special Special Special THD26 2x4 I I 5x6= 8x10= = Special 5x6= 1 5x615 THD26 2 16 THD26 3 4x5= THD26 4 THD26 5 THD26 6 3x6= —/ : o .; :::: °D 13 • o • • 4 • s { - 11 10 9 8 6x6= 7 12 5x6= 5x6= 6x8= 3x5 3x8 MT2OHS I 2-5-11 I 4-7-14 I 7-0-11 I 9-3-11 11-8-8 2-5-11 2-2-3 2-4-13 2-3-1 2-4-13 Plate Offsets(X,Y)-- [1:0-2-8,0-2-0],(2:0-2-4,0-2-81,(6:0-3-8,0-4-01,[8:0-2-8,0-2-121,19:0-2-0,0-3-0],(10:0-2-4,0-2-8],[11:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.12 9-10 >999 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(CT) 0.04 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.06 9-10 >999 240 Weight:173 lb FT=20 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. 1-12,6-7,1-11,2-10,6-8:2x4 SP No.1 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 12=5053/0-5-8 (min.0-3-0),14=6240/(0-3-8+bearing block) (req.0-3-11) Max Uplift 12=-780(LC 8),14=-1233(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-4995/1110,1-15=-4736/1154,2-15=-4736/1154,2-16=-8408/2305,3-16=-8408/2305, 3-4=-8136/2190,4-5=-8136/2190,5-6=-5310/1404 BOT CHORD 10-11=-1154/4736,9-10=-2305/8408,8-9=-1404/5310,7-8=-242/922 WEBS 1-11=-1596/6527,2-11_4579/1132,2-10=-1669/5325,3-10_3848/1232,3-9=-376/159, 4-9=-2622/711,5-9_112014030,5-8_523611404,6-8=-1787/6748,6-14=-6382/1678 NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 1 Od(0.131'x3")nails as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. WWII/Ili Bottom chords connected with 10d(0.131'x3')nails as follows:2x4-1 row at 0-9-0 oc. `00 04,p s A. q������' Web connected with 10d(0.148"x3")nails 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 �N �. ••G E N • e ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. t� 'A .••• . ,,6,;•..../;,,,, �vO 3)2x4 SP No.2 bearing block 12"long at jt. attached to each face with 2 rows of 10d(0.131'x3")nails spaced 3"o.c.8 Total fasteners . per block.Bearing is assumed to be SP No.2. . NO 39380 4)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-4 zone;C-C for = • members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - - .. CC r. 5)Provide adequate drainage to prevent water ponding. .�,,�����// :14./ 6)All plates are MT20 plates unless otherwise indicated. �0% zI"' ." '4' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 T••�� .- Q .• .� 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 .� `` 0 R 110:•"....\N • ` will fit between the bottom chord and any other members. �•4t SSS........�\ �, 9)Bearing at joint(s)14 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify F,,, N A;`',��� capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 780 lb uplift at joint 12 and 1233 lb uplift Thomas A.Albans PE No.39380 at joint 14. MITek USA,Inc.FL Cert 6634 11)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from 6904 Parke East Blvd.Tampa FL 33610 the left end to 9-8-8 to connect truss(es) (1 ply 2x4 SP)to front face of top chord. Date: 12) Fill all nail holes where hanger is in contact with lumber. July 27,2018 IL/6U VI I vray=£ �11.111 mg 0 WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekk connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Ireinre rise,the building designer must verily the p ii..ability of design parameters and properly Inc,.rperate thk design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wt h possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inks systems,seeAJNN/Mil QuaiyCrhda,05849 and BM Buddha Component 6904 Parke East Blvd. Safety WomraMpnivdlable from Truss Plate Institute,218 N.Lee Street,Srdte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . • Qty Ply T14682234 1631270 FG01 ROOF SPECIAL GIRDER 1 2 1Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.220 s Jul 9 2018 MiTek Industries,Inc. Fri Jul27 10:54:25 2018 Page 2 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-Awrue HzFGH3bIALF6xSZFZtzcIt3H4UKeavb3wytv?S NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 65 lb up at 1-0-8,and 220 lb down and 95 lb up at 2-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-8-8 sufficient to connect truss(es) (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-3=-224,3-6=-1074,7-12=-10 Concentrated Loads(lb) Vert:2=-220 3=-2700 15=-150 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 res.1003201S BEFORE USE Design valid for use only with Mllekr connectors.This design k based only upon parameters shown,and is for an krdMdual building component.not a truss system.Before use,the building designer must verity the 400blllty of design parameters and properly Incorporate this design Into the overall budding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAllfll/IM►QuatfyC,Mda,DSB.49 and ACS/Bolding Component 6904 Parke East Blvd. Safety brfennalbnavaliable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682235 16312T0 FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:21 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-j HdLvC9bKi b2W zXmYphaNbL63SMCgAkFYy7pySytv7y 2-11-8 5-11-0 2-11-8 2-11-8 3x4= Scale=1:12.4 1 3x4= 22x4 H 3 . IT 7 TH046 THD46 THD46 3x8= 5 8 9 2x4 2x4 2-11-8I 5-11-0 __ l 2-11-8 2-11-8 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:69 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1150/0-3-8,4=1463/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-810/0,1-2=-1484/0,2-3=-1484/0,3-4=-810/0 WEBS 1-5=0/1633,2-5=-305/0,3-5=0/1633 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use left end to 5-4-12D4 (With t16dt nails truss(es)s Girderdface naof ils into cruss)or equivalent spaced at 2-0-0 oc max.starting at 1-4-12 from the ,```�,p��SU AI//tib'', 5)Fill all nail holes where hanger is in contact with lumber. .N%0�"'P .qle ••ice LOAD CASE(S) Standard • SW '-.4/ - i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 No 39380• , Uniform Loads(ptf) Vert:1-3=-100,4-6=-10 Concentrated Loads(Ib) Vert:7=-664(B)8=-664(B)9=-667(B) 7.11 • cr► , C�•• „.•.‘„\ . 1, Si � N A� Thomas A.Aibani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE Ma-7173 rev.10/032015 BEFORE USE. ' Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not , a truss system.Before rise,the building designer must verity the ar;dicat-,lity at design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of Individual imus 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.seeAlNSl/IPII QuallyCdlerta,DSB-89 and aCSI Bolding Component 6904 Parke East Blvd. Safety biorma/bruvdlable from Truss Plate Institute,218 N.Lee Street Suite 312,itkiexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' ` TI4682236 16312T0 FG03 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:22 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-BUBk6Y9D5?jv875z6XCpvotH bsdJZe4OnctM Uuytv7x 1-10-2 3-4-12 4-11-6 6-9-8 1-10-2 1-6-10 1-6-10 1-10-2 Scale=1:12.9 1 2x4 I I 2 3x4= 3 2x4 I I 4 3x4= 5 2x4 I THD46 THD46 THD46 9 7 10 11 6 7x10= 4x5= 4x5= 3-4-12 6-9-8 3-4-12 3-4-12 Plate Offsets(X,Y)-- (7:0-5-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 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. (Ib/size) 8=1734/0-3-8,6=2094/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2916/0,3-4=-2916/0 BOT CHORD 7-8=0/1680,6-7=0/1680 WEBS 2-8=-2110/0,2-7=0/1608,4-7=0/1608,4-6=-2110/0 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:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. `,1‘1111111/1.. 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. ���,.,p$ A. '14. � Strongbacks to be attached to walls at their outer ends or restrained by other means. �• i_ 1., .•• • e 0� 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-4 from the ,�• `� .••�G •E N S••.q2 •� left end to 5-9-4 to connect truss(es)to back face of bottom chord. '< • 4 • / • 6) Fill all nail holes where hanger is in contact with lumber. NO 39380 .. • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 'D Vert:1-5=-100,6-8=-10 i� :�-- Concentrated Loads(Ib) .0•• 4/' Vert:9=-1037(B)10=-1037(B)11=-1038(B) AN O P: ,.10PSi°NAS 1%?•• Thomas • A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 NE A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MlIek.5 connectors.This design is based only upon parameters shown,and is for an individual betiding component,not a tr;:s system.Notate use,the building designer must verily the a;;ti:,btity at design par srneters.and properly Inc,rix rate 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 regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7P11 QuaBTyCONda,DSB49 and BCSI Bidder;Component 6904 Parke East Blvd. Safety bdormafo/lwdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 .Job r Truss Truss Type Qty Ply • T14682237 16312T0 I FG04 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:22 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-BU Bk6Y9D5?jv875z6XCpvot4dsioZfEOnctMUuytv7x 2-4-0 4-8-0 8-2-8 2-4-0 2-4-0 3-6-8 Scale=1:15.7 0.25 FIT 4x5= 2x4= 4 5 3x4= y 2x4 II 2 9 +' I-I 4x..1.0_:---__. n a er o • 8 7 6 3x4= 3x5= 4x5= 3- 4-8-0 8-2-8 3-� 4-5-0 3-6-8 Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[8:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.03 7 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-8:2x6 SP No.2 REACTIONS. (lb/size) 8=968/0-3-8,6=1822/0-2-8 Max Horz 8=20(LC 12) Max Uplift 8=-111(LC 8),6=-16(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2541/268,3-7=-358/33,3-4=-989/75,4-5=-376/48,5-6=-1028/80 BOT CHORD 7-8=-328/1712,6-7=-276/2413 WEBS 2-7=0/1017,3-5=-49/378,3-6=-2529/289,2-8=-1885/334 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,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. 1 1 I I III 0"1ii 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% NS A. A 'I�, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. %' ��•••....... '- ee 3) ds have n for s design. 1.% 4)Wind:ASCEanced roof live 7-10;Vullttal30mph(3 second gust)Vasd=10 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ; k .• \,'G E N SF•... /�°= 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-9-12,Exterior(2) . No 39380 4-9-12 to 8-0-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • 'O: % ' X will fit between the bottom chord and any other members. .fi�r_ - ; 14/ 8) Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. .Q.• k�i!G1-- '�/; 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 8 and 16 lb uplift at 0i�T••40," Q Q:• �� �� joint 6. i��s• •.O A \. 6.• .. LOAD CASE(S) Standard i��,I/'•0 N Al-� s`• 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Thomas A.Albani PE No.39380 Vert:1-3=-160,4-5=-609,6-8=-10 MITA USA,Inc.R-Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 imMINN0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE. Design valid for use only with WOW:connectors.this design is based only upon parameters shown.and is for an individual building component.not a truss system.Refore rise,the brillding designer must verify the app ii::at iffy of design parameters and properly Inc-ATT,:rate 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 stabllily and to prevent collapse with possthle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seemismII QuallyCrNria,DSB-89 and SCSI Building Compon nt 6904 Parke East Blvd. Safely hNonnaBornvdIable from Truss Plate Institute.218 N.Lee Street.Salle 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14682238 16312T0 FG05 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:23 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-ggl6KuArsJ rmm Hg9gEj2S0Q14G1 x10gY?Gcv 1 Kytv7w 4-8-0 8-5-8 4-8-0 3-9-8 Scale:3/4'=l' 0.25 FIT 4x5= 2x4= 3 4 1 4x5= f .♦ 4x1n- ii r: ,J d — 1 4x5= 7 E/ 6 5 2x4 11 4x5= Q 3-q 4-8-0 I 8-5 8 0-3-ft 4-5-0 3-9-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-8],[2:0-5-4,0-2-0],[6:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.04 6 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 ` Rep Stress Ina NO WB 0.67 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-4:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except` 1-7:2x6 SP No.2 REACTIONS. (lb/size) 7=1027/0-3-8,5=1918/0-5-8 Max Horz 7=20(LC 8) Max Uplift 7=-111(LC 4),5=-12(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-980/121,1-2=-2766/98,2-6=-573/53,2-3=-1065/0,3-4=-432/21,4-5=-1107/0 BOT CHORD 5-6=-103/2617 WEBS 1-6=-98/2815,2-5=-2726/108,2-4=-21/434 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��� , il l I WW ill,, Webs connected as follows:2x4-1 row at 0-9-0 oc. `%�,— A P$ A. A to 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 �% v.- (49 •,., ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,•%,s .•••\•C E Ns'•.'T.j ' . 3)Unbalanced roof live loads have been considered for this design. • • ••• . 4)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. No 39380 II;Exp C;End.,GCpi�.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 � 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � • 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;'O: 4.......... .., it z will fit between the bottom chord and any other members. i�* ves0" • LC/� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 7 and 12 lb uplift at joint 5. i0.•.0r �k/� T•. P ' 4 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review ''..•• �1 .......C R ,C•1•• r...\•�� loads to verify that they are correct for the intended use of this truss. �i Sl7/ G4 0%� LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Albani PE No.39380 Uniform Loads(pit) MITek USA,Inc.FL Cert 8634 Vert:1-2=-160,3-4=-609,5-7=-10 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Continued on oaaP 2 tut 0 WARNING-Verity 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 MITekS connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.rh:t re use,the building designer must verity the applic:oh6lty o t 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 tot 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/IPII Quay Crhdo,DSS-89 and RCS/aufdhip Component 6904 Parke East Blvd. SaletyhNonnaIbnivallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T14682238 16312T0 I FG05 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:23 2018 Page 2 ID:zg0QoiuAQ8g5HRW MjdZx7azyR56-ggl6KuArsJrmmHg9gEj2SOQ14G1 xlogY?Gcv1 Kytv7w LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-130,3-4=-521,5-7=-10 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-40,3-4=-298,5-7=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=8,5-7=-6 Horz:1-2=-54,2-3=-15 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=44,3-4=-8,5-7=-6 Horz:1-2=-54,2-3=-36 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,3-4=-329,5-7=-10 Horz:1-2=1,2-3=43 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,3-4=-275,5-7=-10 Horz:1-2=1,2-3=-6 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,3-4=-45,5-7=-6 Horz:1-2=-41,2-3=-49 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,3-4=-89,5-7=-6 Horz:1-2=-26,2-3=-34 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,3-4=-275,5-7=-10 Horz:1-2=1,2-3=9 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-41,3-4=-275,5-7=-10 Horz:1-2=1,2-3=9 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-40,3-4=-259,5-7=-10 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-131,3-4=-574,5-7=-10 Horz:1-2=1,2-3=33 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-131,3-4=-533,5-7=-10 Horz:1-2=1,2-3=-5 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-131,3-4=-533,5-7=-10 Horz:1-2=1,2-3=6 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(plf) Vert:1-2=-131,3-4=533,5-7=-10 Horz:1-2=1,2-3=6 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-160,3-4=-609,5-7=-10 18)2nd Dead+Root Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-40,3-4=-609,5-7=-10 19)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-130,3-4=-521,5-7=-10 20)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-40,3-4=-521,5-7=-10 11 V WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10003/2015 BEFORE USE. Design valid for Use only with tvSTekv connectors.This design is based only upon parameters shown,and Is for an individual building component,not r tri r.t system.Rehire rise,the building designer must verity the applicability or design parameters and properly incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal!Nun/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS/IPII platy COMM.058-89 and/CS/leading Component 6904 Parke East Blvd. Safety h/o/molbn:vdlab le from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682239 16312T0 FT01 FLOOR 6 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:24 2018 Page 1 I D:zgoQoiuAO8g5HR W MjdZx7azyR56-8sJ UXEBTddzdNRFLDyFH?DzY3gQS 1 alhEvMTZnytv7v 2-6-3 4-8-14I 6-11-10 9-2-5 11-8-8 2-6-3 2-2-11 2-2-11 2-2-11 2-6-3 Scale=1:20.0 4x5= 2x4 II 2x4 II 4x5= 3x6= 174 I I 2 3 4 5 6 5i� 1 . 7 ( O N i: 1 o I— I 1D� 9 4x5= 7 4x5= 4x5= 4x5= 4-8-14_ 6-11-10 11-8-8 F 4-8-14 l 2-2-11 l 4-8-14 Plate Offsets(X,Y)-- (6:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 F BC 0.17 Vert(CT) -0.03 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 12 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-AS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=628/0-5-8,12=596/0-3-8 Max Gray 10=628(LC 1),12=596(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-738/0,3-4.738/0,4-5=-738/0,7-11=0/503,6-11=0/503 BOT CHORD 9-10=0/509,8-9=0/738,7-8=0/507 WEBS 2-10=-696/0,2-9=0/390,5-8=0/392,5-7=-629/0,6-12=-609/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s)12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be d ly to the bottom rd. 4) Recommend 2x6 stongbatcks,on edge, aced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,,O`A`Ps'A.4 11,,,' Strongbacks to be attached to walls at their outer ends or restrained by other means. N• `�, B e .` Ne •••\GENS'•••,92 '** No 39380 7."01..<•\6..,•1r••1,:1#11-11°4.-10A..-/.4 1 _ ': 4:0: f4'I0 -/ 17 1:;- 1•l%•- .04370NA',r1`,•% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Alpa WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10'032015 BEFORE USE. i Design valid tot use only with tvilTekt connectors.TNs design Is based only upon parameters shown,and Is for on IndMdual buliding component,not a truss system.Before rise,tnr,blinding designer must verity the applicability of design parameters eters and properly Incorporate this design Into the overall bueding design. Brachg Indicated Is to prevent buckling of Irr dMdual 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,seeANMM YPfl QuaiyPNh/6,DJ-49 and dCd budding Campanant 6904 Parke East BNd , SahlyWormafonrvailabie from Truss Plate Institute-218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • ' 1 Qty Ply 714682240 16312T0 FT02 Half Hip 8 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:25 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-c2tsIaC6Ow5U?agXnfm W XRVik3krm_PrTZ505Dytv7u 2-4-0 4-8-0 8-5-8 240 i 2-4-0 3-9-8 Scale:3/4'=1' 0.25 FIY 4x5= 2x4= 4 10 5 3x4= y 12x4 11 2 9 0 • —__. dxtn-7- c, c, 8 3x4 6 _ 3x5 4x5= 3- 4-8-0 8-5-8 i 3- 4-5-0 3-9-8 Plate Offsets(X,Y)-- [2:0-1-8,0-1-81,[3:0-5-4,0-2-01,[8:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.04 7 >999 240 MT20 244/190 TCDL 20.0 1 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-8:2x6 SP No.2 REACTIONS. (lb/size) 8=687/0-3-8,6=687/0-5-8 Max Horz 8=18(LC 12) Max Uplift 8=-151(LC 8),6=-154(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1317/341,3-4=-280/108,5-6=-299/113 BOT CHORD 7-8=-358/1132,6-7=-342/1246 WEBS 2-7=-25/313,3-6=-1298/356,2-8=-1246/370 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-9-12,Exterior(2) 4-9-12 to 8-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `, 11111I l!ll,i 3)Provide adequate drainage to prevent water ponding. ,%� S A. �,1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `%� �p;..••..;s 'ems 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 `s%���•°\G E Ni'../4,•• will fit between the bottom chord and any other members. V F '•• • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 8 and 154 lb uplift at No 39380 joint 6. • • iFs O , i Cj �i CZ Thomas A.Aibanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-V dly*sign parameters and READ NOTES ON THIS AND WCLUDED MITER REFERANCE PAGE MI-7473 r.e 1003/2015 BEFORE USE. Design valid for use only with MITek®connectors.Tnls design Is based only upon parameters shown.and Is for an Individual building component,not 0 truss system.Before use,the building designer must verily the app k-,crbklty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANWIP/I Quawy Crihriv,05149 and ICS/Malan Ceidp n of 6904 Parke East Blvd. Safely hdpnnal owivaliabie from Truss Plate institute-218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply • T14682241 16312T0HJ14 Diagonal Hip Girder 1 i 1 J Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:25 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-c2tslaC60w5U?agXnfm W XRVjQ3k2m4orTZ505Dytv7u 5-7-2 5-7-2 2.12 FIT Scale=1:19.4 2 NAILED 5 2x4 II i 1 1 1 _y H - - X 6 3 /vim NAILED NAILED 3x4 II 5-7-2 5-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.08 3-4 >761 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.09 3-4 >704 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) -0.16 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=217/0-7-0,2=154/Mechanical,3=63/Mechanical Max Horz 4=106(LC 8) Max Uplift 4=-111(LC 4),2=-122(LC 4),3=-27(LC 8) Max Gray 4=223(LC 27),2=154(LC 1),3=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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 111 lb uplift at joint 4,122 lb uplift at 27 lb uplift at 6)joint NAILEDtlindicat s 3-10d r(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. SS%���`pp,PS'A..i lIIie 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �• 0\`+`.........•�e •4 LOAD CASE(S) Standard ��,`,�`Z` �\G E N SF.;•94,, ••• 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • No 39380 Uniform Loads(plf) • Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) Vert:6=-3(F=-1,B=-1) s, 1'1 1-11 .:.. :.Q•III`; 11'''.9�'� P?:�s�<C. � ‘ ,'1-- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10932015 BEFORE USE. Design valid for use only with MITek®connectors.Mils design Is based only upon parameters shown,and is for an individual building component,net 1 a truss system.Before lace,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall budding 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 regadng the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANlJTPUI dimly Climb,OSO-I9 and 0001&Meng Component 6904 Parke East Blvd. Sonny Intamatkepvcillable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss TypeQty Ply T14682242 1631270 HJ24 Roof Special Girder 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:26 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-4FREywDk9E DLdkPkLN HI4e2vgT4fVX 1_hDrZdfylv7t 5-7-2 5-7-2 Scale=1:11.8 2x4 I I 2.12 12 2 3 9NAILED I t0 5 NAILED NAILED 2x4 I 4 354= 5-7-2 5-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.04 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.07 5-8 >863 180 BCLL 0.0 ' Rep Stress Incr NO W8 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=217/0-7-0,5=229/Mechanical Max Horz 1=53(LC 4) Max Uplift 1=-82(LC 4),5=-104(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;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 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 82 lb uplift at joint 1 and 104 lb uplift at joint 5. 6)'NAILED"indicates 3-10d or 2-12d oe-nails per NDS uidlines. 7)In the LOAD CASE(S)seection4oads)applied to the face of hettruss are noted asfront(F)or back(B). ,,0%14 NS A.,'� 1d� • �e '4* LOAD CASE(S) Standard �s•K., .• \G E N s ••• '9,y ., 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • F•••. Uniform Loads(plf) • No 39380 Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(lb) Vert:10=-10(F=-5,B=-5) - • • FS . • OR , C? '� 0NA� o" Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a lass system.Retore rise,the building designer must verify the applicability of design rxxcxrreters 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see/INN/0W Ovally C,Nd0.05149 and DC!1 aiding Component 6904 Parke East Bird. Sa1Wy/*rma/brmvallable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T14682243 16312T0 HJ34 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:27 2018 Page 1 I D:zgo0oiuAQ8g5H RW MjdZx7azyR56-YR?d9GDMwYLC Eu_wv4o_csb5ztPTE_H7wta7A6ytv7s 5-1-8 5-1-8 Scale=1:10.0 2.12 FEF 2 I) m 7 NAILED {/, o 1 0) . 1 q' N 1 I I YA 3x8 I. 8NAILED 3 . NAILED 3x4 - 0-3-8 5-1-8 F 0-3-8 I 4-10-0 { Plate Offsets(X,Y)-- [1:0-0-0.0-1-5],[1:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.06 3-6 >979 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 3-6 >961 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=131/Mechanical,3=86/Mechanical,1=215/0-4-15 Max Horz 1=48(LC 17) Max Uplift 2=-99(LC 4),3=-67(LC 4),1=-153(LC 4) Max Gray 2=131(LC 1),3=90(LC 3),1=215(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett exposed;porch lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`kk1I%1 N I1 Vil�l, 4)Refer to girder(s)for truss to truss connections. _O i •S A• q lj, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 2,67 lb uplift at joint 3 `�• O`s• ..••••.••£e /jam and 153 lb uplift at joint 1. `•,`•A••••\G ENS•• ' r. 6)'NAILED'indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. � '•••. / °• •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(plf) a 10 • CC Z Vert:1-2=-60,3-4=-20 O.33 •.• /�)01 • 114 Concentrated Loads(Ib) i �ri • Vert:8=-28(F=-11,B=-17) V;‘.6../� Q Q.' �� • GR , Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNWG-Verify design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERANCE PAGE MN-74731w 1010.372015 BEFORE USE. tut Design valid for use only with Mflekk connectors.This design Is based only upon parameters shown,and is for an l ndMdual building component,not a files system.tteto re rise,the buil ding designer must verity the applIc:abtity or design parameters and properly Incorporate thk design into the overall buNdirsg 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,see/WW1/11 OBalyCrf da,05849 and BCSI Balding Compon.nf 6904 Parke East Blvd. 3 &yidorma&nivaiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply 16312T0 HJ44 Diagonal Hip Girder 11 1 1 714682244 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:28 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-OdY?NbE_grT3s2Z6SnJD937G9HmVzRXH9XKgiYytv7r I 5-7-2 1 5-7-2 I 3 , Scale=1:15.5 3.54x12 ;y 10 NAILED 11 4x5 J ry. ,2 Al ri N C N 1 I . N ),X 12 4 NAILED NAILED 3x611 0-3-8 5-7-2 103-8 5-3-10 Plate Offsets(Xy)-- [1:0-4-4.0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 1 Vert(LL) 0.06 4-9 >999 240 MT20 244/190 TCDL 10.0 ! Lumber DOL 1.25 BC 0.23 I Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.03 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MPWeight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 3=136/Mechanical,4=69/Mechanical,1=250/0-4-15 Max Horz 1=67(LC 21) Max Uplift 3=-85(LC 8),4=-57(LC 8),1=135(LC 8) Max Gray 3=136(LC 1),4=93(LC 3),1=250(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 20.0psf 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. �III111 111 f iii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 3,57 Ib uplift at joint 4 ,•‘ S A. 44,....e.ti and 135 lb uplift at joint 1. ,�.,0 .. 0j� 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails per NDS guidlines. ♦ .r G E N••••.'9 . 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). k ••\-\ SF L� LOAD CASE(S) Standard NO 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,4-5=-20 : 13.. 0000407 CC Z Concentrated Loads(Ib) p. y;i ; LC/ Vert:12=-12(F=-9,B=-3) i O••Lj% 4C/; c.1.‘,, Thomas A.Aibani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for(In Individual building component,hot a truss system.Before use,the building designer must verity the applicability or design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent 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[racing of trusses and truss systems,seeANSUipt l awry aped].Dee49 and aCSI mew Component 6904 Parke East Blvd. Safety Infommtkermilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty I Ply • T14682245 16312T0 I HJ54 Diagonal Hip Girder 15 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:28 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-OdY?NbE_grT3s2Z6SnJD937FLHI BzRXH9XKgiYytv7r 5-7-2 5-7-2 Scale=1:14.1 2 3.54 12 NAILED 7 ( N (� N N oI O • II 8 3 3x6 I I NAILED NAILED 354= 5-7-2 5-7-2 Plate Offsets(X,V)-- 11_0-0-0,0-1-71,[1:0-1-14,0-6-15] I � LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.10 3-6 >681 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=147/Mechanical,3=84/Mechanical,1=231/0-7-0 Max Horz 1=67(LC 8) Max Uplift 2=-78(LC 8),3=-7(LC 8),1=-58(LC 8) Max Gray 2=147(LC 1),3=102(LC 3),1=231(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=4ft;Cat. II;Exp C;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. ,`���%I i 1111.l.l' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 2,7 lb uplift at joint 3 ,� cJ A. I� and 58 lb uplift at joint 1. ��� .. q�e •�• 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. �� ��••�l✓E N S'••'92�i� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). •• F ••• � 0. LOAD CASE(S) Standard NO 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) • * • Vert:1-2=-60,3-4=-20 "0: % ' :CC= Concentrated Loads(Ib) p • f �8'� <4./J 0 . //ma� Vert:8=-19(F=-8,B=-10) i • l-y. �i!� 4(/or •"1/ k °NAS Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Nut 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE ANI-7473 rev.1603(2015 BEFORE USE Design Valid for use only with tvitteke,connectors.This design Is based only upon parameters shown,and 1s for an Individual bolding component,not a truss system.before use,the building designer must verity the appllcabetty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bracing Wel( e k' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the tabrtcation,storage,delivery,erection and bracing of trusses and truss systems,seeA11W/7P11 QuaBTy Crawly,05649 and RCN Bolding Component 6904 Parke East Blvd. Wheyb*rma#onsvdlabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' • Qty Ply 114682246 1631270 HJ55 Diagonal Hip Girder 2 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:29 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-Ug6NaxFcR9bvUC8JOVgSi HgOkh3Zi unQOB3E E_ytv7q 6-4-2 6-4-2 Scale:3/4"=1' NAILED 2 8 3.54 12 NAILED 7 r. n uut ri J fD N N 1 9 10 11 12 3 3x6 k NAILED NAILED NAILED NAILED 4x5= 6-4-2 6-4-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-15],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.11 3-6 >689 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.17 3-6 >432 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=201/Mechanical,3=125/Mechanical,1=273/0-7-0 Max Horz 1=76(LC 21) Max Uplift 2=-112(LC 8),3=-19(LC 8),1=-76(LC 8) Max Gray 2=201(LC 1),3=142(LC 3),1=273(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.Opsf;BCDL=5.Opsf;h=25ft;B=4511 L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,fit1111111111 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 2,19 lb uplift at joint ,��-A CJ A. �Ie 3 and 76 lb uplift at joint 1. •4• ... Ale •••,e, 6)'NAILED'indicates 3-10d(0.148'x3')or 2-12d(0.148-x3.25')toe-nails per NDS guidlines. `��kNe .••.G E N s••.14, i� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• \., F ••, / • LOAD CASE(S) Standard NO 39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 . — 11111P,* • CC Z Concentrated Loads(Ib) p ;�. /,• �U Vert:8=-37(B)9=-6(F)10=-10(B)11=-10(F)12=-34(B) ▪Q• i�!�=�� �/� � T It►- Q; '��'�S,`S1�N A� �C��. Thomas A.Alban'PE No.39380 MI7ek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MBF7473 w.14032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is fon an Individual bidding component,not a tress system.Fietore use,the bidding designer must verify the ar pllcablilty of design parameters and properly Incorporate this desigr,Into the overall budding design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMSI/IPII Quaay Clfelta,059-89 and eat Bolding Component 6904 Parke East Blvd. Satiety in oamattormadable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job 'Truss Truss Type Qty Ply TI4682247 16312T0 I HJ64 Diagonal Hip Girder 2 I 1 I Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:30 2018 Page 1 I D:zgoOoi uAQ8g5H RW MjdZx7azyR56-yOgIoHGECTjm5MjVaC Lh EU Dbr4Rf RLI acrpnmQytv7p 5-7-2 I 5-7-2 Scale=1:14.8 2 3.54 12 NAILED 7 ri c, 1 r . — — .%/X 8 3 NAILED NAILED 3x4= 3x6 I 0-3-81 5-7-2 '0-3-8 5-3-10 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.09 3-6 >730 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.10 3-6 >681 180 BCLL 0.0 • Rep Stress!nor NO WB 0.00 Horz(CT) 0.02 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=147/Mechanical,3=84/Mechanical,1=231/0-4-15 Max Horz 1=67(LC 8) Max Uplift 2=-89(LC 8),3=-63(LC 8),1=-126(LC 8) Max Gray 2=147(LC 1),3=102(LC 3),1=231(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=4ft;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``,111111111/114, 4)Refer to girder(s)for truss to truss connections. �•� NS A. , t,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 2,63 lb uplift at joint 3 `• O�• 4,9 t and 126 lb uplift at joint 1. ,����•• GENS'• �, • 6)"NAILED'indicates 3-104(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. . F ••• / • 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(plf) ="b Vert:1-2=-60,3-4=-20 0• :rad/J I� •4LU Concentrated Loads(Ib) ' 4° 47`�3� • - • % % Vert;8=-19(F=-10,B=-8) ,.T\4• 0 P:•' ,0,,1, 10NALE�C • �td111111I11/1`, Thomas A.A111ani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 nay.10932015 BEFORE USE Design valid for use only wtth MiiekV connectors.this design Is based only upon parameters shown,and is for ah individual buiding component.riot I a Bliss system.Fierore use,the building designer must verily the applicabety or design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Buss systems,seeANSIJTPII Qualy Crhda,058-49 and BCS/Budding CornponaV 6904 Parke East Blvd. Sagely Wcnnalatraysiiable trots Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty I Ply • T14682248 16312TO J11 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:31 2018 Page 1 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-RCE7?dGtzmrdjVHh8wtwnilmf UpfAoHjrVYKJtytv7o 1-10-15 1-10-15 3.00 12 Scale=1:17.2 2 2x4 II 1 4 3 3x4 H 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=51/Mechanical,3=19/Mechanical Max Horz 4=85(LC 12) Max Uplift 4=-22(LC 8),2=-54(LC 12),3=-28(LC 12) Max Gray 4=78(LC 19),2=56(LC 17),3=45(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 4,54 lb uplift at joint 2 ..%%%111111/11. and 28 lb uplift at joint 3. 1.111/4 ,,�� PS A 4• 1,,, •• �0••• GENS v�, . • No 39380 • ", 'o N � A� 0%% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 III ■fMI>•A 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10932015 BEFORE USE. Design valid for use only with tvtTek&connectors.Tnls design is based only upon parameters shown,and Is for an inalisidual betiding component,not a truss system.Reiore use,the building designer must verity the appilcabAlty of design parameters and properly Incorporate thk design into the overall building design. Bracing indicated Is to prevent buckling of indNidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for stabiltty and to prevent colicpse with possible personal intury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANsWWII OualyCnhrb,DS11-119 and ICSI Building Component 6904 Parke East Blvd. Safety ettonnallotmallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply • T14682249 16312T0 J12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:31 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-RCE7?dGtzmrdjV Hh8wtwnilmpUphAoHjrVYKJtytv7o 1-10-15 ?,-1- 1-10-15 2- 3.00 12 Scale=1:17.2 2 2x4 � h 3 4 3x4 1-10-15 1- 1-10-15 -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 0.34 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-5-8,2=50/Mechanical,3=20/Mechanical Max Horz 4=84(LC 12) Max Uplift 4=-21(LC 8),2=-54(LC 12),3=-24(LC 12) Max Gray 4=77(LC 19),2=56(LC 17),3=44(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=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(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. 5)arod Provide e24 1b uplift mechanical a'nt connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 4,54 lb uplift at joint 2 3. �� .0111 11A./A ii tb% . ........ •. 2 E F •• i • No 39380 • 1101 Off. jf� •�: "UMW"- Thomas Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITekl cont re tors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.itetore use,the building designer must verity the applicability at design parameters and properlyInc:;r�;rate 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 dways required for stablitty 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,seeAlJSVIPff Quafly Crh1b,DS8-a9 and BCSf lidding CompofMf 6904 Parke East Blvd. Salify Noi'malbaavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type j Qty !Ply T14682250 16312T0 J21 Corner Jack 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:32 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-vPoW DzHVk4zU Lfsuhd09JvIOQuAYvE W t491 urJyN7n 1-10-15 1-10-15 3.00 r12 Scale:1.5-=1' 2 Ai1 ____ 3 3x4= 1-10-15 1-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/0-5-8,2=51/Mechanical,3=25/Mechanical Max Horz 1=21(LC 8) Max Uplift 1=-18(LC 8),2=-31(LC 8) Max Gray 1=76(LC 1),2=51(LC 1),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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 18 lb uplift at joint 1 and 31 lb uplift at joint 2. ���,`,'PSIAI/qii,,,, mss` 0, •Le �0 . r °• `mak .• \,\GENS$' •'2• , �: No 39380 7:::,'''(\II<.clig:.:---„ki 0*R k v••.C')IN- --: Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 1 Q WARNING-Wray design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 nw.10A22015 BEFORE USE Design valid for use only with MITekt connectors.this design Is based only upon parameters shown,and Is for an Individual balding component,not a trims system.Bekae rase,the building designer roust verily the applI cabIlity of des;n parameters and properly incorporate this.de=ign 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 tracing of trusses and truss systems,seeAN3VIpf►Qualy Climb,D3/49 and BCSI Buldhrg ComponMf 6904 Parke East Blvd. Saltily Womfallotrivallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply ' 1 T14682251 16312T0 J22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:33 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-NbMuQJI7VO5LypR4FLvOs7rAAIWoehm0Jp1 RNlytv7m 1-10-15 2-1-1 1 1-10-15 0-2-2 3.00112 Scale:1.5'=1' 2 1 1 M 0 3 ♦I 3x4= 1-10-15 2-1-1 1-10-15 0-2-2{ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=76/0-5-8,2=51/Mechanical,3=24/Mechanical Max Horz 1=21(LC 8) Max Uplift 1=-17(LC 8),2=30(LC 8) Max Gray 1=76(LC 1),2=51(LC 1),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 30 lb uplift at joint 2. _.%1111111/1,_ %OS�PS A• A i��I. q ', No 39380 00c<`eeeS•� ORI�. ..,.. • isitimilloo Thomas A.Albani PE No.39380 MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 mit Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. ,r Design valid for use only with MiTek®•connectors.This design is based only upon parameters shown,and Is for an individual building component,not Cl to x:.system.heiore u:.e,the building designer must verity the applicability of design r'trarneters and properly Incorporate thLs 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 MiWek is always required for stability and to prevent collapse wtth possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN5f/IPII Quality Cdl.da,D5849 and BCJI Buldh g Component 6904 Parke East Blvd. Safely Mftnnallonavailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T14682252 16312T0 J31 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:33 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-NbMuQJI7VO5LypR4FLvOs7rADIWiehmOJp1 RNIytv7m 1-10-15 1-10-15 3.00112 Scale:1.5'=1' 2 1 3 axe 11 3x4= 0-3-0 1-10-15 0-3-0 1-7-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-5],[1:0-3-1,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 1 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=40/Mechanical,3=36/Mechanical,1=76/0-3-8 Max Horz 1=21(LC 8) Max Uplift 2=-29(LC 8),3=-27(LC 8),1=-45(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=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 Refer to (s) truss to truss ons. % 5)Provide mechranicalrconnection(byothers)tiof truss to bearingplate capable of withstanding29 lb uplift at joint 2,27 lb uplift at joint 3 `•` p j Ar,,,, and 45 lb uplift at joint 1. p %•N�00.. A........q<6 ee,• `r •'.`GNS.•••,9'L '• No 39380 • 4°i�S' •.OR � .% •••`%%%%% Thomas A.Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev-10/93/2015 BEFORE USE. Design valid for use only with MITekf connectors.This design is based only upon parameters shown,and Is tot an individual building component,not a truss system.fserore use,the building designer must verity the of design parameters and properly Incorporate thk design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required tot 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/IPIr Qua7IyCited°,DSII-89 and SCS/WId11g Component 6904 Parke East Blvd. Safely Woimaionrvdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Oty Ply i • T14682253 16312T0 J32 Jack-Open 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:34 2018 Page 1 I D:zgoQoiuAQBg5HR W MjdZx7azyR56-rnwGdfJIGhDCaz0Gp2QdPKN Lsis1 N809XTn?vCytv71 1-10-15 2-1-1 1-10-15 0-2-2 3.00112 Scale:1.5'.1' 2 1 cb 3 3x8 I I • 3x4=- 0-3-0 0-3-0 1-10-15 2-1-1 I 03-0 I 1-7-15 0-2-2 Plate Offsets(X,Y)-- (1:0-0-0,0-1-5),[1:0-3-1,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=47/Mechanical,3=28/Mechanical,1=76/0-3-8 Max Horz 1=21(LC 8) Max Uplift 2=-35(LC 8),3=21(LC 8),1=-46(LC 8) 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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 111111 f 1 f ff� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 2,21 lb uplift at joint 3 ,fit`, S A. and 46 lb uplift at joint 1. `%S .......4&e ♦♦♦♦ s% . \ EN \- SU .•• • �i� ♦: No 39380 7. 00407 � :c Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 WARNpVO-Verily dadan parameters and READ NOTES ON THIS AND INCLUDED NIrEK REFERANGE PAGE 611.7173 rev.10103/1015 BEFORE USE. ! Design valid for use only with MTekgr connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before Isle.the building designer must verily the applloaL.Allty 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 properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWVIP11&tally C/N11b,058-19 and 1CJ/adding Component 6904 Parke East Blvd. Safely hifennallanwallable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682254 16312T0 J41 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:34 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-rnwGdfJIGhDCazOGp2Qd PKN LUisrN809XTn?vCytv71 1-10-15 1-10-15 Scale=1:10.8 5.00 12 3 , 11111111. = Job Truss Truss Type Qty Ply T14682255 16312T0 J42 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:35 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-J_Uer?KN 1?L3C7bSNmxsxYwW U5CJ6bGJm7W YSeytv7k 1-10-15 z-1-1I 1-10-15 2-?I Scale=1:10.8 5.0017 3 1 4x 5 ' 2 1 • I gill 11111 110° MIUMIIIIIIIri 41 i 1 i: 2 4 2 3x6 II f 0-3-0 I 1.10.151-1 0-3-0 1-7-15 � Plate Offsets(X,V)-- (1:0-2-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=96/0-3-8,3=38/Mechanical,4=17/Mechanical Max Horz 1=32(LC 12) Max Uplift 1=-41(LC 12),3=-36(LC 12),4=-17(LC 12) Max Gray 1=96(LC 1),3=38(LC 1),4=26(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=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 truss truss ions. ‘111 5)Provide mer to e hr(s)anicalrconnecttiion(byhof truss to bearing plate capable of withstanding41 lb uplift at 1,36 lb uplift at joint 3 ���1�.S A. ,,���I others) 9 aP PI jointP ] and 17 Ib uplift at joint 4. ,`•� ...S qf..,6?1I,�, . GENS' .'9 •° No 39380 .0.1"i- R:1°If'''' • iiiiiiiiiIIII Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MI1-7I73 rev.16032015 BEFORE USE. Design valid for use only with tvliTekS connectors.This design is based only upon parameters shown,and Is for an Ihdivklud bu*dkng component,not a trust system.fiefore rise,the building designer must verily the appilccrt'Alty or design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMdud truss web and/or chord members only.Addttloral 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.seeA1411/►PIt QualyCrMr6,DS1d9 and/CSI Buldh g Component 6904 Parke East Blvd. Safely Wo maBpirivdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , • Qty Ply 714682256 16312T0 J51 Corner Jack 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:36 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-nA 102LK?oJTwgHAfwTS5UIThXVYQr2W S?nG5_4ytv7j 1-10-15 1-10-15 Scale=1:9.8 2 )(5.00 12 1 0, Y N / O 3 x6 II ie 3x4= 1-10-15 I 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-5(LC 12),1=-8(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`.4%0111/Ifs, ' 4) Refer to girder(s)for truss to truss connections. ,O-A......... s A. ` t 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 %•� .. q B 0, and 8 Ib uplift at joint 1. , • sem .r \G ENS'' . 4, I� No 39380 . ,(�sem/ P : • i • ei',,'`,s';O N A,`..C-• 0 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MF7473 rev.10V312015 BEFORE USE. Design valid for use only with MllTeke connectors.this design Is based only upon parameters shown,and Is for an IndMduat building component,not1 la a truss system.Before use,the building designer must verity the,1 i.aloabkihr 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 colicpse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANJI/IPII Qualy Clhfb,05949 and SCSI AU.dhig Compon.nt 6904 Parke East Bled. SafelyWonnallaravailabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T14682257 16312T0 J52 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:36 2018 Page 1 ID:zgoOoiuAQ8g5HRW MjdZx7azyR56-nA102LK?oJTwgHAfwTS5UIThWYTr2W S?nG5_4ytv7j 1-10-15 2-1-1 1-10-15 10-2-2 Scale=1:9.7 5.00 12 2 • 1 ,I 3 „t • I 3x4= 1-10-15 I2-1-11 1-10-15 0-2-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-3(LC 12),1=-8(LC 12) Max Gray 2=48(LC 1),3=34(LC 3),1=76(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.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 00 1 I�.., 4)Refer to girder(s)for truss to truss connections. ,� S 1!".. I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,3 lb uplift at joint 3 `�'O`V•p;••••...7 tS "s. and 8 lb uplift at joint 1. �� .r .•.%G EN• S• ."92 No 39380 •N Ak••EC1o,s,� Thomas A.Alban'PE No.39380 Mffek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 tutWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 nw.10/03/2015 BEFORE USE Design valid for use only with MTekk coni ai tors.This design Is Lased only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verity the appil:ab6lty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANISUIPII Quality COMrb,05549 and SCSI adding Component 6904 Parke East Blvd. Safetyhfo/nratlrbnwdlabie from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682258 16312T0 J53 Jack-Open 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:37 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-FMbOGgLdZccnRQIrUA_KOz?sUvuOaVmcDR?fW W ytv7i 1-1-15 1-4-1 1-1-15 0-2-2 5.0072- Scale=1:8.2 2 1 1,, \--- 1: t ' o 3 4111100,3x6 II 3x4= 1-1-15 I 1-4-1 I 1-1-15 0-2-2 Plate Offsets(X,V)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=31/Mechanical,3=16/Mechanical,1=48/0-5-8 Max Horz 1=20(LC 12) Max Uplift 2=-16(LC 12),3=-3(LC 12),1=-4(LC 12) Max Gray 2=31(LC 1),3=18(LC 3),1=48(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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,4111111 f ii��' 4)Refer to girder(s)for truss to truss connections. ��� S A. /6 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 2,3 Ib uplift at joint 3 ,��O`V•P,\.%.01:::. •.•• ,q�e ���� and 4 lb uplift at joint 1. •� G E N S'• .ii,,,,,,, QiL �� No 39380 0. �',S`S/ONA 11�`,S ' nll7I1 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 iti NI . 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 mw 160372015 BEFORE USE Design Valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the ap p lcablllty of design p. ameters aid properly ins s rpor ate 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 tabxlcatkxl,storage,delivery,erection and bracing of trusses and buss systems,seeAN31/IPIf Quality Cif., ,05849 and SCSI Buldhg Component 6904 Parke East Blvd. Sandy Wonna/bmvdlable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T14682259 1631210 J54 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:38 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-jZ9nTOMGKwke3aK 12uVZZAYI hJ DaJy01S51C3zytv7h 25577�I 2-5-5 2-Z Scale=1:10.9 5.00 2 12 1 ..1.1.1111111111111.1111111 W4_ 3 3x4 3x6 2-5-5 7-7f 2-5-5 -2-2 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] _ 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=62/Mechanical,3=35/Mechanical,1=98/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-34(LC 12),3=-2(LC 12),1=-12(LC 12) Max Gray 2=62(LC 1),3=44(LC 3),1=98(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf 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. `,�r,1111I1►►► 4)Refer to girder(s)for truss to truss connections. 0%_ S A. ./j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 2,2 lb uplift at joint 3 ��� O�..... .. A0 '0,� and 12 lb uplift at joint 1. � .r * E� �. -;;- • • No 39380 • Off. %** ::- •�; i�sSei,;O N A -�0'` ►►IIU Thomas A.Albant PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 id"WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IlW•7I73 nw.1093/1075 BEFORE USE. t. Design valid for use only with MMTekb'connectors.This design Is based only upon parameters shown,and Is for an hdiv dual building component,not a tars system.trerore rise,the building designer must verily the applicability or design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablitty 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,seeA 4 JMfI pr/aly Cdteda,DSC-4g and CCS/mow Component 6904 Parke East Blvd. SaN/yWormatbnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682260 16312T0 J55 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:38 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-jZ9nT0MGKwke3aK12uVZZAYI KJDKJy01S51C3zytv7h 0-10-15 11-1-1 0-10-15 0-2-2 5.00 121, Scale=1:7.6 2 m d 3 3x6 II 3x4= 0-10-15 1-1-1 0-10-15 10-2-2I Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 hforz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=28/Mechanical,3=10/Mechanical,1=38/0-5-8 Max Horz 1=15(LC 12) Max Uplift 2=-i3(LC 12),3=2(LC 12),1=-2(LC 12) Max Gray 2=28(LC 1),3=12(LC 3),1=38(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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 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. ```111111►►►►►,,, 4)Refer to girder(s)for truss to truss connections. % S A. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 2,2 lb uplift at joint 3 ,%"sO�P ,: and 2 lb uplift at joint 1. •� .••GENS' .'9•4, 0 No 39380 " : IQ O• isli ►1111 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE Design valid for use ordy with MITeka connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.tietore rise.the building designer must verity the cu,T,lIC.:lbltlty,of design Fxar meters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members ordy. Additional temporary and permanent bracing MITA.k• is always required for stabetty 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,seentawipfl amity playa,DJ/a!and BCCI aidding Comdenant 6904 Parke East Blvd. Safely infamtallonpvcilable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarrpa,FL 33610 Job 'Truss Truss Type Qty Ply • T14682261 16312T0 J56 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:39 2018 Page 1 I D:zgoOoi uAQ8g5H RW MjdZx7azyR56-CIj9hMN u5EsVhkvEcb0o6O4C RjZp2PFuhlU IbPytv7g 2-5-5 7-7�I 2-5-5 -2-Z Scale=1:10.9 5.00 2 ,12 1 RMI 3 3x4= 3x6 II 2-5-5 2-5-5 2- Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=62/Mechanical,3=35/Mechanical,1=98/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-34(LC 12),3=-2(LC 12),1=-12(LC 12) Max Gray 2=62(LC 1),3=44(LC 3),1=98(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.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. ,fit t11111/, 4)Refer to girder(s)for truss to truss connections. %%%% S A. 'I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 2,2 lb uplift at joint 3 SS.. ..•• ;q4e •• and 12 lb uplift at joint 1. �� .� .••\G E NS•• No 39380 k • L; .... ► f F • 4/ • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFER/INCE PAGE 611-7/73 rev.10g12015 BEFORE USE. � � Design valid for use only with tvtiTeicV connectors.this design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before rise,the building designer must verity the applicability at design parameters and properly Incorporate this design into the overall I 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 tracing of trusses and truss systems,seeAllpl/IRII Quaff Crbdo,Dade and!CS/lidding Component 6904 Parke East Blvd. Solely bMamalanrvdtabie from Truss Plate institute,218 N.Lee Street Smite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type • Qty Ply • T14682262 16312T0 J57 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:40 2018 Page 1 ID:zgo0oiuAQ8g5H R W MjdZx7azyR56-gxHXuiN W sX_MI uTQ9JX1 ebdLn6tansV2wPEJ7rytv7f 3-10-15 3-10-15 Scale=1:13.9 2 iy 5.00 FIT 7 rn es, O 1 ,' =, 3 3x4= 3x6 I I 3-10-15 3-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=100/Mechanical,3=54/Mechanical,1=154/0-5-8 Max Horz 1=66(LC 12) Max Uplift 2=-58(LC 12),3=-1(LC 12),1=-22(LC 12) Max Gray 2=100(LC 1),3=71(LC 3),1=154(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.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-3 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. t%0111111/11 4)Refer to girder(s)for truss to truss connections. S A. �I� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 2,1 lb uplift at joint 3 `�•I Ooik A4e •••***EN and 22 lb uplift at joint 1. �• .r . • G E�N S ..4 " tib No 39380 • ��, •( ON.RA. 10. , 0. 111111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10173)2015 BEFORE USE. Design valid lot use only with Mileke connectors.This design is based only upon parameters shown,and is for an individual building component,not I j a truss system.Before rice,the building designer must verity the applicability or design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent 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/IIIl pyp/y CdeA0.DSI-89 and ICS/Iuldlp Component 6904 Parke East Blvd. Safely Intommttsrvdilabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply • 114682263 16312T0 J61 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:40 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-gxHXui N W 5X_MIuTQ9JX1 ebdNJ6v8nsV2wPEJ7rytv7f 1-10-15 1-10-15 Scale=1:9.8 )(i5.00112 2 1 N � 3 • 3x4=3x6 II 0-3-0 1-10-15 0-3-0 1-7-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=46/Mechanical,3=30/Mechanical,1=76/0-3-8 Max Horz 1=32(LC 12) Max Uplift 2=-33(LC 12),3=25(LC 12),1=-35(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.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. `,��111111111�� 4)Refer to girder(s)for truss to truss connections. s%% S A. 'le 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 2,25 lb uplift at joint 3 %•N �.A A46 � and 35 lb uplift at joint 1. ,•%,• .••�rvE•NS''••-14 1i No 39380 • • • 1.0 %-"% �v T•���y' P • .��, • • • O R ,O•• � • �"4 ONA„—,%0•�� 111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 I � 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MN-7473 rev.1603,2015 BEFORE USE. Design valid for use only with MITekS)connectors.This design Is based only upon parameters shown,and Is for an hdMdual building component not a MASS system.Belem rise,the L;rrllding deUgrx:r must verity the applicability at design parameters and properly lncorp rate thLs deSigri Intl,the overact building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k 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,see/MN/MI CuaOy Cm da,058-89 and SCSI Euldh g Component 6904 Parke East Blvd. SaN/ybdormadonowiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty I Ply T14682264 16312T0 J62 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:41 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-87rv52O8dr6Dw22cj02GBpAYzW FSW JI B83zsflytv7e 1-10-15 2-1-1 1-10-15 10-2-21 Scale=1:9.7 5.00 7 2 p • 1 3 3x4=3x6 I 1 0-3-0 1-10-15 2-1-1 0-3-0 I 1-7-15 0-2-21 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=48/Mechanical,3=27/Mechanical,1=76/0-3-8 Max Horz 1=32(LC 12) Max Uplift 2=-35(LC 12),3=-23(LC 12),1=-36(LC 12) Max Gray 2=48(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,fir,l 1 I I I It/Ilai� 4)Refer to girder(s)for truss to truss connections. OS`�pp S A. .I� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 2,23 lb uplift at joint 3 s•S Ns Ade and 36 lb uplift at joint 1. •% •I` ••G E N S' .'9 • No 39380 . O R ,O•• ��`.` jON .0%. % � Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek:8 connectors.This design is based only upon parameters shown,and is for an individual bukding component not C1 truss system.netore rise,the ht Aiding designer must verity the applicability or design r rrarneters 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 properly damage. For general guidance regarding the fabiicatlon,storage,delivery,erection and bracing of trusses and huss systems,seeANfl/Wfl Mealy COMA,05849 ane 8ClI/Wdlp Component 6904 Parke East Blvd. Safely/✓oanafo nvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty I Ply T14682265 l 16312T0 T01 HALF HIP SUPPORTED 2 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:42 2018 Page 1 I D:zgo0oiuAQ8g5HR W MjdZx7azyR56-cKPHJOPmN9E3YCdpHkZVJOii9wbj FIdLNjjQCkytv7d 1 2-4-13 1 5-6-0 2-4-13 3-1-3 Scale=1:10.6 3x6— 2x4 I i 2x4 H aro II 2 3 4 5 5.0012 C:' . 1 — 0 . • • • :❖:•:❖:•:•:❖:❖::❖:❖:•::❖:❖:❖:❖:•:❖:❖:❖:• — "" ::❖:•:❖:•:•:❖::•:•:❖:•:%:• .• •:•3!:!:• .•. .•.•. .❖❖❖•❖••❖❖❖❖❖:•:❖:❖:•❖:❖❖:❖:•❖:•:•❖'.•:❖❖❖••. .•. .•.!:!::: •.•. .•.. ----- ----------- - ---- ---.y:•.❖.:•.❖.❖.•:❖.❖.•.:•.❖.❖.❖.❖.❖.❖.•.❖.❖.❖.•.•.❖.❖.•.❖.•.•.•.•.•.❖.❖.•.❖.❖.❖.•.•.❖.❖.•.!.•.•.❖.•.•.❖.•:.•. 8 7 6 2x4 2x4 2x4 2x4 II 5-6-0 560 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-0. (Ib)- Max Horz 1=40(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-152/298 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;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 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 ``1%11I I I II iii, Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. s% S A. 111� 4) Provide adequate drainage to prevent water ponding. ., ' P A e 5)Gable requires continuous bottom chord bearing. %%K� •••\G E N s'4:4:":///0.. 6)Gable studs spaced at 1-4-0 oc. V • , • • 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * • will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8. • • le '1,t°. �O N Al- oss Thomas A.Albani PE No-39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MHekS)connectors.RNs design Is based only upon parameters shown,and Is for an individual budding component,not 4 a truss system.Refore use,the bu 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. Addlttonal 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,seeANTI I anally COM;.D1149 and ICi/Qlldiny Compono t 6904 Parke East Blvd. I, Safety Intonnallonwallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss TypeOty Ply T14682266 16312T0 T02 Half Hip 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:42 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-cKPHJOPmN9E3YCdpHkZVjOig W wYTFm6LNjjQCkytv7d 4-7-13 5-6-0 4-7-13 0-10-3 Scale=1:18.3 4x5= 3 4 5.00 12 II 121iiiii 1 • ■ I ►, 6 5 ,/ 2x4 !1 3x6 I I 2-9-0 4-7-13 5-6-0 2-9-0 1-10-13 0-10-3 Plate Offsets(X,Y)-- [1:0-2-0,0-0-10] ! I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.07 6-9 >975 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.08 6-9 >778 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2O17/TP12014 Matrix-AS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=218/0-5-8,4=24/Mechanical,5=194/Mechanical Max Horz 1=80(LC 12) Max Uplift 1=-36(LC 12),4=-17(LC 8),5=-66(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-332/165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-13,Exterior(2)4-7-13 to 5-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�l%Ol l 11/�,,, 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 ,�‘-p S A. r/, will fit between the bottom chord and any other members. `•' `v,P•.......g449 'e, 6)Refer to girder(s)for truss to truss connections. `%% �O••\G E .•.'ln,' . 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,5. V F ••. 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2•gypsum No 39380 sheetrock be applied directly to the bottom chord. zCZ 7.5. T 0.0 ) ,� ?�`�. i3ONA\- "iiillitiO Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 , 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE/01-7473 rev.10/03/2015 BEFORE USE. M. Design valid for use only with tvtiTek3 connectors.This design Is based only Upon parameters shown,and is for an individual building component,not o truss system.fietere rise,the building designer must verify the applicability or design parameters and properly Ino:,rr.r:rate 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 regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUtpf away C/Ieta,DOW)ono atm seopep Component 6904 Parke East Blvd. Safety hnMNmaS nsvatable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job Truss Truss Type • Qty Ply T14682267 16312T0 T03 Hip Girder 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:44 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-Yi W 2k4Q0vmUnnVnB09czoRoxLkATjXCeq 1 C W Gdytv7b 3-1-31 6-8-12 7-6-8 8-10-8 I 10-2-8 11-6-8 12-10-8 113-8-41 17-3-13 20-5-0 __ 3-1-3 3-7-8 0.9.12 1-4-0 1-4-0 ' 1-4-0 1-4-0 0-9-12 3-7-8 3-1-3 5x6= Scale=1:37.4 NAILED `—' r 4x10= NAILED 4x10 5.00 12 7x10= - • = 7x10 NAILED NAILED 2 NAILED NAILED d' NAILED 5 NAILED NAILED 0111111 uu ��j D u u E 4.gI 8 U . [j 35 s; 26 1 I [b 0 29 30 El 3f 32 0 a3 34 •i I 4x5 �: 4x5� �� I 7 � w a �r ,; N ro rn '� nn nn HI' fly fin 1111111 �� 36 13 37 12 38 11 39 10 40 41 9 42 14 NAILEDNAILED NAILED NAILED NAILED 83x5 II 3x5 I I 4x5- 6x6= 4x10= 4x5= 4x5= NAILED NAILED NAILED NAILED 3-1-3 6-8-12 10-2-8 13-8-4 17-3-13 20-5-0 3-1-3 l 3-7-8 1 3-5-12 3-5-12 l 3-7-8 1 3-1-3 i Plate Offsets(X,Y)-- [2:0-2-8,0-2-12],[6:0-2-8,0-2-12],[15:0-4-13,0-2-0],[16:0-3-0,0-2-4],[17:0-4-5,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except' TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, 2-6:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):4 REACTIONS. (lb/size) 14=1482/0-5-8,8=1492/0-5-8 Max Horz 14=-94(LC 23) Max Uplift 14=-430(LC 4),8=-433(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1589/479,2-3=-2343/719,3-4=-2682/812,4-5=-2682/812,5-6=-2377/731, 6-7=-1604/481,1-14=-1407/420,7-8=-1419/421 BOT CHORD 12-13=-417/1410,11-12=-699/2369,10-11=-725/2372,9-10=-432/1424 WEBS 2-13=-446/189,2-12=-358/1208,3-12=-609/300,3-11=-135/416,4-11=-341/212, 5-11=-136/412,5-10=600/298,6-10=-369/1216,6-9=-437/195,1-13=-459/1547, 7-9=-459/1562 NOTES- 1)Unbalanced roof live loads have been considered for this design. `111111 h 11 t iiia 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. O-t S A. pit II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `•' (1,-1lA Q 1. 0, 3)Provide adequate drainage to prevent water ponding. ,•s se...• • G E�N S•;.- I 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 No 3*9380 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(jtdb) 14=430,8=433. ... -0 I, / "11-01P* :CC 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. . ri+1- ; C/ 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 0 " j � 4/• 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 lb down and 32 lb up at ice' •O R ` • �� 0-1-12,and 46 lb down and 32 lb up at 20-3-4 on top chord. The design/selection of such connection device(s)is the o S •. .."..--\` .`• 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,responsibility of others. ,��I4.ON Al.`�`,`�� LOAD CASE(S) Standard Thomas A.Albani PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa Fl.33610 Vert:1-2=-60,2-6=-60,6-7=-60,8-14=-20 Date: July 27,2018 fnntinued on nage 2 mi "WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6(5-7473 rev.10/03/2015 BEFORE USE. j• Design valid for use only with MliekS connectors.This design is based only upon parameters shown,and Is for an Individual building component,not •.-r truss system.Betore rise,the building designer must verity the or opplic.dt-Ality of design pcsr peters and properly Incorporate thk design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Mak. 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.see.mop/I away Cdl tb,05/-89 and SCM&Mktg Campanant 6904 Parke East Blvd. Safely I fonna1bnavdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexatdrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty !Ply 714682267 16312T0 T03 Hip Girder 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:44 2018 Page 2 I D:zgoOoiuAQ8g5HR W Mj dZx7azy R 56-Yi W 2k4Q0vmU nnVnBO9czoRoxLkATjXCeq IC W Gdytv7b LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=-51(F)11=-51(F)4=-86(F)1=-27 7=-27 27=-86(F)28=-86(F)30=-86(F)31=-86(F)33=-86(F)34=-86(F)36=-174(F)37=-51(F)38=-51(F)39=51(F) 40=-51(F)41=-51(F)42=-174(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 res.10/93/2015 BEFORE USE. Design valid tot Use oNy with MITeItS connectors.This design is based only upon parameters shown.and Is tot an individual building component,not to mss system.Before use.the bull-ling designer must verify the 7piAlc.-rtltIty or design p circ peters and properly Incorporate thk design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAMSVIMf aua/yC7Nr6,17511-59 and IOW lyddep Component 6904 Parke East Blvd. Safety Intonnattomtvcilable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T14682268 16312T0 T04 Common 7 1 j !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:45 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-ov4QXQRf g4cePfMNys7C LfK9c7UyS2bn3hx4o3ytv7a 5-6-4 10-2-8 14-10-12 20-5-0 5-6-4 4-8-4 4-8-4 5-6-4 Scale=1:37.2 6x6=- 3 3 5.00 FlY - 11 12 2x4 II 2x4 II 2 10 13 • 4x5 -_---- 4x5 5 i m 9 ch III 1 . 1E11 El 2x4 I I 8 14 15 7 9 62x4 II 8x12= 4x10= 5-6-4 14-10-12 20-5-0 5-6-4 I 9-4-8 I 5-6-4 Plate Offsets(X,Y)-- (3:0-3-0,0-2-4],(8:0-5-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.33 7-8 >728 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:115 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=805/0-5-8,6=805/0-5-8 Max Horz 9=-147(LC 10) Max Uplift 9=-211(LC 12),6=-211(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1040/334,2-3=-1041/438,3-4=-1041/438,4-5=-1040/334,1-9=-768/298, 5-6=-768/298 BOT CHORD 7-8=-2171702 WEBS 3-7=-119/385,4-7=-332/231,3-8=-120/385,2-8=-332/232,1-8=-215/870,5-7=-216/870 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) 10-2-8 to 13-2-8,Interior(1)13-2-8 to 20-3-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for ,11111111/ig reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s--• S A. lI� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. k P . q 6, re 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 •% NZ' C EN S••.'Q� � / will fit between the bottom chord and any other members,with BCDL=10.Opsf. , • F 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 9=211,6=211. •••N • O *380 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. - • 11110'ON*RA\kin-. rC�• :::: i fie rO•'• te . Thomas A.Albanl PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Fierore use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Muss systems,seeANJVIN►Guam,CIIM11b 058-81 and/Cdr/u/dep Component 6904 Parke East Blvd, Sable Infonnallonwdlable from Truss Plate Institute,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type e !Oty Ply T14682269 16312T0 l T05 Half Hip Girder '1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:46 2018 Page 1 I D:zgoOoi uAO8g5H R W MjdZx7azyR56-U5eo9ISH RNkVOpxaW ZeRustMGXwN BW LwI LhdLVytv7Z 4-0-0 7-10-8 11-9-0 4-0-0 3-10-8 3-10-8 — 1 Special NAILED Scale=1:23.0 3.00 7 7x10= = NAILED 2x4 II NAILED 4x5 2 9 3 10 11 4 .� u � tti ll uL 4x5 II O. gill I 712 6 13 14 5 8 4x5=- NAILED 4x10= NAILED 2x4 H 2x4 I I Special NAILED 4-0-07-10-8 11-9-0 4-0-0 , 3-10-8 I 3-10-8 Plate Offsets(X,Y)-- [2:0-6-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=670/Mechanical,8=637/0-5-8 Max Horz 8=107(LC 8) Max Uplift 5=-355(LC 5),8=-309(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-696/369,2-3=-623/340,3-4=-623/340,4-5=-619/358,1-8=-598/324 BOT CHORD 6-7=-367/640 WEBS 3-6=-368/263,4-6=-427/781,1-7=-377/701 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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `111111111Iii , 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 %0I . S A. 'le a • will fit between the bottom chord and any other members. `•• A 6 i, 6)Refer to girder(s)for truss to truss connections. . .r ••••\Ci E N d•-.14,'• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ut=lb) '\ F •. • 5=355,8=309. No 39380 8)"NAILED'indicates 3-lOd(0.148"x31 or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. • 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 247 lb up at 4-0-0 on top chord,and 112 lb down and 80 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is — • the responsibility of others. li% —� %CC r. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). im ��F I 0.. 47.--. .i.'. 0. ��4(/� LOAD CASE(S) Standard '. • -. "_� O R 1 0 .. `��� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .e. . "••• .... `G' Uniform Vert:Loads(2 -60,2-4=-60,5-8=-20 i,��I,tyk9,, N A��`,,��,, Concentrated Loads(Ib) Vert:2=-118(F)7=-57(F)9=-49(F)10=-49(F)11=-49(F)12=-22(F)13=-22(F)14=-22(F) Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND VVCLUDED MITES REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. , Design valid for use only with Mifekl?`connectors.INs design is based only upon parameters shown,and is rot an Indtvtdual building component,not a truss system.Before use,the braiding designer must verity tlx:applicability or design parameters and properly Incorporate this design into the overall bulding 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,seeAl4e,/IM►Gaa/y Crfedo 0!1.49 and dal W/dem Component 6904 Parke East Blvd. Salley IMonnafolnvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type Qty Ply T14682270 16312T0 T06 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:47 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-zHCAM5TvChsMezW m4H9gO3QUtxFgwyM4X_QBtxytv7Y 6-0-0 11-9-0 6-0-0 5-9-0 7x10= Scale=1:25.2 2x4 I 3.00 1 2 9 10 3 B 7 4x5 1 Oil 2 01111 y 5 4 6 4x5= 4x5= 2x4 II 6-0-0 11-9-0 6-0-0 i 5-9-0 Plate Offsets(X,Y)-- [2:0-6-4,Edgej LOADING (pat) SPACING- 2-0-0 I CSI. DEFL. in (lac) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 II TC 0.40 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=458/0-5-8,4=458/Mechanical Max Horz 6=127(LC 12) Max Uplift 6=-143(LC 8),4=-192(LC 8) Max Gray 6=458(LC 21),4=458(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-483/211,1-6=-400/222 BOT CHORD 4-5=-242/429 WEBS 2-4=-472/269,1-5=-133/380 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=4ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-0,Exterior(2)6-0-0 to 10-2-15,Interior(1)10-2-15 to 11-7-4 zone;end vertical lett exposed;C-C for members and forces&MWFRS for reactions shown; �%1 M M I M M f i, Lumber DOL---1.60 plate grip DOL=1.60 ����, S A. X11, 3)Provide adequate drainage to prevent water ponding. %•%o AZ t ", 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•%,."•..•.G E N i•-.1,1_•• � 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 • % F ••. • will fit between the bottom chord and any other members. N O 39380 6)Refer to girder(s)for truss to truss connections. • 21:7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=143,4=192. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum :1,-134 sheetrock be applied directly to the bottom chord. � ^ • ,, F ;�LU :(II 'iitsS;0 N Al-����,,� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 pa , 1 , 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rw.101032015 BEFORE USE. Design valid for use only with PMTek&connectors.This design Is based only upon parameters shown,and is for an Individual Wilding component,hot a truss system.Tsetore use,the building designer must verity the ar;,k:.:stAlity of design r xameters 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,seeeesortl Qu y comm.DU/at►and IC!A stamp Component 6904 Parke East Blvd. SoM/yb71ammattonavallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply T14682271 16312T0 i T07 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:48 2018 Page 1 I D:zgoCloiuAQ8g5H R W MjdZx7azyR56-RUmZaRUXz?_DG75yd_gvzHyg4Lb3fOFDIeAkPOyN7X 6-1-12 8-0-0 11-9-0 6-1-12 1-10-4 3-9-0 3x6= Scale=1:27.1 2x4 I I 3.00 12 3 10 4 4x5 2 0-11111111.1.1 B s 4x5 1 illiiiiiiiii..... 11 1111111111111111111111111.111..._ BM MN NW MI OM 6 5 7 4x5= 4x5= 2x4 I I 6-1-12 11-9-0 II I 5.7.4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=458/0-5-8,5=458/Mechanical Max Horz 7=148(LC 12) Max Uplift 7=-129(LC 8),5=189(LC 8) Max Gray 7=458(LC 1),5=458(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-491/207,1-7=-400/200 BOT CHORD 5-6=-271/438 WEBS 2-5=-497/308,1-6=-103/394 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=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0,Exterior(2)8-0-0 to 11-7-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip 11111111 f,, i. DOL=1.60 `��`t g A. , Iii. 3)Provide adequate drainage to prevent water ponding. ,s` . A 49 0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `s%���•• (,E•N d'-.14/.� 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 •• 0 F ••• will fit between the bottom chord and any other members. No 39 380 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) This 5189. •CC 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum �'O sheetrock be applied directly to the bottom chord. i13•• � ! : 4/: i '<"11`:� V.I...� : °'<kYinlQini./.0.9N-Fklifits\I-0.(1:s‘s%%%% Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 o0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Mil-7473 test 10032015 BEFORE USE. f Design valid tot Use only with MiTek€connectors.This design is based only upon parameters shown,and is tot an Individual building component,not ,.-r truss system.tietore use,the building designer must verily the applicability of des gfn r crarneters 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 properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seemisvi►/►Quafy aged%DSII,gold BCM&J sg Companont 6904 Parke East Blvd. Safety Wonnallonovcilable from Truss Plate Institute,218 N.Lee Street,Sate 312,Alexadria,VA 22314. Tampa.FL 33610 Job !Truss Truss Type Qty Ply • • T14682272 16312T0 T09 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:48 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-R UmZaR UXz?_DG75yd_gvzHyg5Lb2fODDIeAkPOytv7X 6-1-12 10-0-0 11-9-0 6-1-12 3-10-4 1-9-0 3x6= Scale=1:29.2 2x4 I 3 4 3.00 12 4x5= r 9 2 8 4x5 11.1 N •. ■ r r.. FTA MI 6 5 7 4x5- 4x5 2x4 I I 6-1-12 11-9-0 6-1-12 5-7-4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.40 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=458/0-5-8,5=458/Mechanical Max Horz 7=168(LC 12) Max Uplift 7=-116(LC 8),5=184(LC 8) Max Gray 7=458(LC 1),5=458(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-491/165,1-7=-400/183 BOT CHORD 5-6=-254/439 WEBS 2-5=-499/284,1-6=-73/395 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=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 11-7-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 SII/11111/�1j�r. plate grip DOL=1.60 41k S A. 4, 3)Provide adequate drainage to prevent water ponding. `ht•0 .4�e it,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •% .� G E N d'• 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 -N • F•••• � 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)except Qt=lb) 7=116,5=184. — 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum "O sheetrock be applied directly to the bottom chord. - ;,5:774/0-°.V791.7.A. ((/ 111111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10A33/2015 BEFORE USE Design valid for use only with tvtlTek4 connectors.This design Is based only upon parameters shown,and Is for art Individual building component,not11111i1. a tnxs system.Before row,the building designer mast verify the,or;silo:ib*ity 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 stablitty 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,seeNOW/P11 Quo/y Crf.da,DSB-19 and BCX Buldhrg Component 6904 Parke East Blvd. Sat•ly MOnnolbmvcNable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job Truss Truss Type . Qty Ply 714682273 16312T0 T10 Hall Hip Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.220 s Jul 9 2018 MTek Industries,Inc. Fri Jul 27 10:57:21 2018 Page 1 ID:zgoOoiuAQ8g5HRW MjdZx7azyR56-OnURaT5epMEdtEo3QvcrNg93HhOUXkyD6zXvEjytuyi 5-10-0 11-4-8 1II1-9- 5-10-0 5-6-8 0-4- 2x4 II Scale=1:30.8 3 3.00 12 A r 4x5 2 � I 4x5 o 1 J b alliiiiii......_11111111%44411 A BM N so I■ 11111IIIIll — =; 7 8 5 9 10 4 6 THD467x6= THD46 THD46 4x5__ 3x4 I TH046 5-10-0 11-9-0 F 5-10-0 5-11-0 i Plate Offsets(X,Y)-- (5:0-3-0,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.11 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1485/0-5-8 (min.0-1-8),4=1519/Mechanical Max Horz 6=129(LC 4) Max Uplift 6=-214(LC 4),4=-203(LC 4) Max Gray 6=2005(LC 2),4=2470(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2723/156,1-6=-1613/149 BOT CHORD 5-9=-246/2627,9-10=-246/2627,4-10=-246/2627 WEBS 2-5=0/2071,2-4=-3004/278,1-5=-90/2685 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 1111111111] 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 ,��11 S A 1�el� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. %S O_P Ade/4/0 �i�, 3)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. •% NZ`, II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �.. A. .• \C'E N`SFS'9� �.„ 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 39 380 will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. = : * : 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 6 and 203 lb uplift at - -0; :CC joint 4. . :, r_. 9'p <(/� �•� 4C/ 8)Use USP THD46(With 16d nails into Girder&tOd nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-0 from the �0 ����-� � left end to 10-0-0 to connect truss(es)F10(1 ply 2x4 SP)to back face of bottom chord. T"4__ .'" �� 9)Fill all nail holes where hanger is in contact with lumber. ., `` O R \V•• 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)418 lb down and 131 lb up at ��j SSS �` �, 2-0-0 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. �I�1111/111111" 1�N A;111%S LOAD CASE(S) Standard Thomas A.Albans PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-60,4-6=-20 Date: July 27,2018 l ,uu V,,Nayr;, V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/01/2015 BEFORE USE. la I Design valid for use only with MITek.connectors.This design is based only upon parameters shown,and is for an IndiNduai building component,not a bins system.lfeIc,re rise:,the building designer must verily the ap,p ilcabNlty of design parameters and properly incorporate ihk design Into the overall bueiing design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabbatlon,storage,delivery,erection and bracing of trusses and truss systems.seeAN,y/JR/f Ovally Wears,DS6d9 and!ICS Bolding Component 6904 Parke East Blvd. Safety hNormal)onrvailahle from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T14682273 1631270 710 Han Hip Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Ft 32256 8.220 s Jul 9 2018 M7ek Industries,Inc. Fri Jul 27 1057:21 2018 Page 2 ID:zgoQoiuA08g5H RW MjdZx7azyR56-0nU RaT5epM EdtEo3QvcrNg93HhOUXkyD6zXvEjytuyi LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-417(B)7=-418(B)8=-417(B)9=-417(8)10=-417(B) V WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.I0V32015 BEFORE USE. mg Design valid for use only wIth MITek3 connectors.This design is based only upon parameters shown,and Is for an kidtvldual building component,not a truss system.Betore use,the building designer must verily the a;plIc.abslty or design parameters and properly In::orporate thLs 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 stabnlly 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,seeANW/IPII Quavy CifeAf,D58-89 and BCS/Bufdeig Component 6904 Parke East Blvd. Safely bffo/mafomivallable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type • I Qty Ply T14682274 16312T0 T11 Monopitch 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:50 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-NsuJ_ VnVcExVQELIPiN2i22G8Jb7N_WDyfrUGytv7V 4-0-0 4-0-0 2x4 II Scale=1:10.5 2 3 3.00 Hi 10 9 1 f 5 2x4 11 4 3x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=149/0-5-8,5=160/Mechanical Max Horz 1=45(LC 8) Max Uplift 1=-37(LC 8),5=-61(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 6)Tshis truss t oss be app!ed requires resthat t y to minimum obottom h7/116'structural wood sheathing be applied directly to the top chord and 1/2'gypsum ,,rd. `,��‘0111111..11/,�' OM &e ,#i • .�� .•••C ••1''y •i • • No 39380 �-O: :Cr • a-.11 C? . eiS`, NALE?��• 'sill Thomas A.Albani PE 140.39380 MiTek USA,Inc.f4.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rw.1003!2015 BEFORE USE. _ :r Design valid for use only with MITekconnectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Retore use,tt>r:brill ylrg deslgrter must verity the ar.plicabilty of deign 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 properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAtW//P/I QuallyCN/orfa.DSB-89 and BCSI BUldbp Component 6904 Parke East Blvd. Safely WcnnaMplgvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • 'Qty Ply 714682275 16312T0 1T12 Monopitch Supported Gable 1 1 11 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:50 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-NSUJ_7VnVc ExVQELI Pi N2i21 j8JX7N_W DyfrUGytv7V 3-8-0 3-8-0 Scale=1:10.1 5 2 3.00 12 4 -1 4 1 ......c::❖:❖:❖:❖:❖:•:❖:❖::e::::❖:❖:❖:❖:❖:❖::::e❖:❖:•:❖:❖:❖:❖:•**:•:❖:❖:❖:❖:❖:❖:❖:•: 3 3x4 = 3x8 2x4 L Plate Offsets(X,Y)-- [1:0-0-0,0-1-5j,[1:0-3-1,EdgeJ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) IVa - IVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.1 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=141/3-8-0,1=141/3-8-0 Max Horz 1=51(LC 8) Max Uplift 3=-52(LC 8),1=-36(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.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 3-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. ,1,11111111 fi. 4)Gable studs spaced at 1-4-0 oc. OS" S A. 11, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�•O�..........Azo l* 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 •N •Z` ••• C E N s••.'9,y �, 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)3,1. • No 39380 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. • 1.•o• ,0.• ,�±� • • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 t r Q WARNING-Verify dos/9n parameters and READ NOTES ON THIS AND INCLUDED ANIEK REFERANCE PAGE*11.7473 ray.119032015 BEFORE USE Design valid for use only with MITek5`.connectors.This design is based only upon parameters shown,and is tot an individual bolding component,notlit , a trim system.Betore use,the building designer must verity the applicability or design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, I Is always required for stability and to prevent coliapse with possble personal Injury and property damage. For general guidance regarding the fabrtcatk)n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality CIS.Ib,D5849 and ICS/Bolding Component 6904 Parke East Blvd. SafetyWonnaBonwaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type . I Qty I Ply T14682276 16312T0 I T13 Half Hip Girder 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:51 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-r3RhCT W PGwMo7apXJ7Ecbva9pYbRsksgRc000jytv7U 3-8-08-5-8 1 I 3-8-0 4-9-8 Scale:3/4'=1' NAILED NAILED 2x4 II 3.00 HIY 5x6= NAILED 2 9 10 II 3 rr. 1 _ • s t t 12 3x8 I I 2x4 NAILED NAILED 4 3x4= NAILED 4x5= -3- 3-8-03-8-0 8-5-8 -3-tl 3-5-0 4-9-8 Plate Offsets(X,V)-- [1:0-3-1,Edge),[1:0-0-0,0-1-5],[2:0-1-4,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:36 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=461/0-5-8,1=437/0-3-8 Max Horz 1=41(LC 21) Max Uplift 4=-346(LC 4),1=-308(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-968/706 BOT CHORD 1-5=-693/919,4-5=-712/942 WEBS 2-4=-972/735 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=25tt;B=45ft;L=24it;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate %%tl l//i//, grip DOL=1.60 ,���k S A. ,'°to 3) Provide adequate drainage to prevent water ponding. `N% �P ;44 SI ♦i♦ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •, Z% .•' ,N S 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 %; �`GE F•• q2/♦♦o 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) • 4=346,1=308. 7)'NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.1485(3.251 toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "'la... ��' i CC Z :9 's,• F : .U: LOAD CASE(S) Standard i = 4/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1,25 %T.s.�'i/ Q P;••���� Uniform Loads(plf) ♦♦ S• O R • t;l,•V � Concent areal Loads(rt: Ib)2-3=-60,4-6=-20 ♦1i s O N A;���Os Vert:2=-47(B)5=-58(B)9=-29(B)10=-29(B)11=-35(B)12=-35(B) Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify daalgn parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE AW-7I73 nv.1010312O75 BEFORE USE. Design valid for use only with Weir®connectors.This design Is based only upon parameters shown,and Is for an ksdKidual building component,not Imff, j a truss system.Hetore xe,the building designer must verity the applicability at design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANN/1PR Quail),Crfeda,058-19 and SCSI Building Companion, 6904 Parke East Blvd. Soflyh*nnaMpnnvdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type . I Qty Ply , i T14682277 16312T0 T14 Roof Special I 6 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:52 2018 Page 1 ID:zgoOoiuAQ8g5HRWMjdZx7azyR56-JF?3PpX21 DVfkkOksglr777Oryw3bFbpgG8yY9ytv7T 4-0-0 7-11-8 8-5-8 1 4-0-0 3-11-8 0-6-0 2x4 I I Scale=1:25.9 4 5 5.00112 II 3x4 i 3 16 15 jl. 4x5 2 1 11111 I MI 1 •2 • MI Io 101 2 8 7 M 2x4 1 6 3x6 H 0-3-0 4-0-0 7-11-8 8-5-8 0-3-0 3-9-0 3-11-8 10-6-01 Plate Offsets(X,Y)-- (1:0-2-0,0-0-101,[7:0-2-8,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.18 i Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=345/0-3-8,6=283/0-5-8 Max Horz 1=134(LC 12) Max Uplift 1=-176(LC 12),6=-201(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-389/431 BOT CHORD 1-8=-534/324,7-8=-534/324 WEBS 3-8=-330/199,3-7=-376/620 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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-10-8 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 ``�11111111 f 1 J/ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %%% S A. ',e 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 ,`•N 6kw. .. ..... ;e will fit between the bottom chord and any other members. s • E/1J��'•.'9 0 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) � •.•V\ SCC • / If • 1=176,6=201. i 5)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum No 39380 sheetrock be applied directly to the bottom chord. •• 7::: 53...* -.'411111111111111P,Alr. 1,./fi:::: ';;?' .N A;EC�O• s Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Patio)East Blvd.Tampa FL 33610 Date: July 27,201 8 lit o WARN*VG-Verify design parameter'and READ NOTES ON THIS AND kVCLUDED MITEK REFERANCE PAGE 511-7473 rev.10/932015 BEFORE USE. Design valid for use only with Mitek®connectors.this design Is based only Upon parameters shown,and Is tot an Individual budding component,not a hurts system.Before use,the building designer must verity the applicability of design parameters and properly incorporate thl..design Into the overall budding 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 stabl0ty 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.seeANl1/DII Orally Citadel.DSI-89 and SCSI Bolding Componanf 6904 Parke East Blvd. Softly bNorma/bnmvcilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type • Qty Ply T14682278 1631210 T15 Roof Special 3 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:53 2018 Page 1 I D:zgoQoi uAQ8g5H R W M8jdZx7azyR56-nRZSd9XgoXd W MuzwQXG4gKgarM KI Ki FyvwtV4bytv7S 4-0-0 I 7-11-8 3-$ 4-0-0 3-11-8 -4-0 2x4 I Scale=1:25.8 4 6.001-1-Y 1 3x4 3 15 16 j� 4x5 E 2 he . =8 1 100111—.ii NOME _ III NM_ Ia 7 6 C/ 2x4 'I 4x10= 5 3x6 (L3-� 4-0-0I 7-11-8 6-4-g 3-0 3-9-0 3-11-8 b 4- Plate Offsets(X,Y)-- (1:0-2-0,0-0-10],[6:0-3-12,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.02 6-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:45 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 6-8:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=322/0-3-8,6=303/0-3-8 Max Horz 1=131(LC 12) Max Uplift 1=-162(LC 12),6=209(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-329/347 BOT CHORD 1-7=-459/274,6-7=-459/274 WEBS 3-6=-318/533 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-12 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 `,111111/I/IIIA DOL=1.60 ,%� t, A. tle 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `4• `V P A&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 •%<•Z`••\G E•N s••.-Vim will fit between the bottom chord and any other members. V F •• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) No 39 380 1=162,6=209. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. �••• ••�: 1. • ,'VIII 0NM 1�%•ss iiiiiiisiThomas A.AIbanl PE No.39380 MITek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 _ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE AM-7473 rev.100=015 BEFORE USE. Design valid for use only with AMTek»connectors.This design Is based only upon parameters shown,and is for an Individual building component.not I I a truss system.Fietore use,the building designer int st verity the applicability ci design rxarxneters and properly Incorporate this design trio the overall buldng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addeoral temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse wnh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA[ /1P1l Gadfly Cminfa.058-89 and SCSI Mang Component 6904 Parke East Blvd. SalWyInformallonavaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I • 1 T14682279 '16312T0 T16 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:54 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-Fe7ggUYIZqIM_2Y6_FnJCYChtmen39?68ad2d 1 ytv7R 4-0-0 6-0-0 7-11-8 -3-$ 4-0-0 2-0-0 1-11-8 b-4-0 Scale=1:22.6 3x6= 2x4 11 4 6 5.00 7 3x4 •• r 3 17 fltO Q 4x5 16 c `O 2 �C'' 9 ch 1 01, C iii I MEI il Io 0 8 7 AO 2x4 II 4x10= 6 3x6 11 4-0-0 0 3-0 3-9-0 2-0-0 1-11-8 -4 6 Plate Offsets(X,Y)-- [1:0-2-0.0-0-10],[4:0-3-0.0-2-4],[7:0-3-12.0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 iVert(CT) -0.02 7-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.19 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` 7-9:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=322/0-3-8,7=303/0-3-8 Max Horz 1=103(LC 12) Max Uplift 1=-175(LC 12),7=-196(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.375/467 BOT CHORD 1-8=-553/336,7-8=-553/336 WEBS 3-7=-389/641 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-7-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,`,01111111/1/l� Lumber DOL=1.60 plate grip DOL=1.60 OS% S A. ` /,,, 2)Provide adequate drainage to prevent water ponding. `•\No P A B i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,• .••\G E•N s••. "j. 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 : ••• \ F •• will fit between the bottom chord and any other members. N O 39380 • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) 0. 9. 1=175,7=196. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 'O •Cc .. -53% ...1 .7...** :14/::: 1//1111 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 � , I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. N. Design valid for use only with PMTekS)connectors.This design Is based only upon parameters shown-and Is fa an in dMdual building component.not a truss system.Fierore rte.,the budding designer must verity the appllccihtity of design parameters and properly 9r:orp-,rate this design Into the overall burg 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 stabiitty and to prevent collapse wnh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems-seeANSVIPII Qualify Citeda,058-89 and DCJ/Wldbp Component 6904 Parke East Blvd. Sa/NyWonnaISortrvallable from Truss Plate Institute-218 N.Lee Street-Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type • I Oty I Ply T14682280 16312T0 T17 Half Hip Girder 1 1 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:55 2018 Page 1 ID:zgo00iuAQ8g5H R W MjdZx7azyR56-kghC2gZ W K8tDbB71 YylYI IIuO9?YocnFMEMc9Uytv7Q 4-0-0 7-11-8 8-3-8i I 4-0-0 3-11-8 0-4-0 Scale=1:17.9 Special 4x6= NAILED 2x4 II 3 15 4 5.00 12 illIMI' r � r axs� B 2 •• 1 ill. II 16 6° 0 7 16 6 0 0 2x4 i I NAILED 4x10= Special 5 3x611 Q3 400 7118 83-8 1 0-3-0 3-9-0 3-11-8 0-4-0 Plate Offsets(X,V)-- [1:0-2-0,0-0-10],[3:0-1-4,0-1-12],[6:0-3-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Vdefl Ud PLATES GRIP TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.16 , Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8:2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=409/0-3-8,6=428/0-3-8 Max Horz 1=69(LC 8) Max Uplift 1=-265(LC 8),6=-308(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-466/318 BOT CHORD 1-7=-307/388,6-7=-316/397 WEBS 3-6=461/367 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate 1111111111" grip DOL=1.60 ,����1p S A. ��// 3)Provide adequate drainage to prevent water ponding. `�� �P A� �i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `•%��0 �G E N S'..14,1i� 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 • 0 $' ••• 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(It=lb) 1=265,6=308. 7)'NAILED"indicates 3-10d(0.1485(3')or 3-12d(0.1485(3.25')toe-nails per NDS guidlines. * — 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 201 lb up at =-2,1 �� 4-0-0 on top chord,and 67 lb down and 74 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the -,.:1•c\ �. /,. ((/ responsibility of others. • iv.: 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '�•�' Q P;••��,� LOAD CASE(S) Standard e, tSS•........R • ��%• 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '��if. N A"1/111� t% Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-9=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:3=-85(F)7=-67(F)15=-34(F)16=-26(F) 6904 Parke East Blvd.Tampa Fl.33610 Date: July 27,2018 , Q WARNING-Verily design pararrofas and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/201S BEFORE USE mi. Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not 'I a truss system.Before ase,the ht Aiding designer must verity the a plica btlty or design parameters and properly Incorporate lilts 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 Mary and property damage. For general guidance regarding the fabrication-storage,delivery.erection and bracing of trusses and truss systems,seeAlrSJ1P/T QuanyClfe/1a,DS11a9 and SCSI/uldIp Component 6904 Parke East BNd. Safety YYamalb/ravrilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • I Qty Ply 1 I T14682281 16312T0 1T18 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:56 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-COFaFAaY4S?4DLiV5gpnlzl4dZKNX4uPbu69hwytv7P 4-0-0 4-4-814-9-0 8-9-0 4-0-0 0-4-8 0-4-8- 4-0-0 Scale=1:18.0 4x5 !I Special 2 5.00 TIT i 3 1 9 o - _ d _ 4 NAILED 2x4 H 4x5= Special 4x5= 1 4-0-0 14-4-814-9-0I 8-9-0 1 4-0-0 0-4-8 0-4-8 4-0-0 Plate Offsets(X,Y)-- [1:0-0-6,0-0-2],[1:0-6-5,0-0-5],[3:0-0-6,0-0-2],[3:0-6-5,0-0-5] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 i Vert(LL) 0.02 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.1 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) 1=506/0-5-8,3=506/Mechanical Max Horz 1=32(LC 24) Max Uplift 1=-167(LC 8),3=-167(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-828/300,2-3=-828/300 BOT CHORD 1-4=-228/726,3-4=-228/726 WEBS 2-4=-29/266 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=4tt;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �t11111111/. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,``�k S A. 'if. 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 `I. OMP A4e iii, will fit between the bottom chord and any other members. •E N•••• -7 5)Refer to girder(s)for truss to truss connections. k .'•�.\G SF.••2/ °• �' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) N O 39380 1=167,3=167. • 7)*NAILED*indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)247 lb down and 294 lb up at • • 4-4-8 on top chord,and 90 lb down and 55 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the :b• :>T responsibility of others. - ��?• : L(/ 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O +�!'� �(/ LOAD CASE(S) Standard ,�%� '. 0...R. 10 P•'G1%. • 1)Dead+ Li(eel(balanced):Lumber Increase=1.25,Plate Increase=1.25 �'1 LI/ONA1�`,,0• Vert:1-2=-60,2-3=-60,5-8=-20 Concentrated Loads(lb) Thomas A.Albani PE No.39380 Vert:2=-167(F)4=-145(F) MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 igt Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M F7473 rev.16032015 BEFORE USE. Design valid for use only YAM MITek®connectors.This design Is based only upon parameters shown,and Is for an Ridtvidual building component,not a tees system.Before rise,the blinding designer must verity tlx:apyrl•.-...ibflty of design r,=rarrieters and properly Incorporate Ihk 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 MiTek" k 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,seeAMfl/TPfI QualyCaNda,DSBd9 and 8C51 Buldbip Component 6904 Parke East Blvd. Safely Wonnat rpvdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanya.FL 33610 Job I Truss Truss Type • • I Qty Ply 1 T14682282 16312T0 T19 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:57 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-gCpyS W bArl7xrVHhfNK0gAgF W zcXGT?YgYri DMytv70 3-11-8 7-11-0 I 3-11-8 3-11-8 4x5 Scale=1:16.8 2 5.00 Fr r a c. 3 1 • I U I I • d II 12 4 13 14 ,, =, JUS24 3x5 II 3x5 JUS24 3x5 I I -- _ _- 3-11-8 { _ 7110 { 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1],[3:0-2-4,0-1-1],[3:0-0-5,0-6-5],[3:0-0-2,0-0-6],[4:0-3-0,0-1-8] , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.40 Vert(CT) -0.04 4-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=861/0-5-8,3=861/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-277(LC 8),3=-277(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1489/504,2-3=-1489/504 BOT CHORD 1-4=-416/1333,3-4=-416/1333 WEBS 2-4=-305/963 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=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 11111 I 1/�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%SII S A. iiia 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 ,0.. r., G. • ASB 2� will fit between the bottom chord and any other members. 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) %, •••V\ SF•••• • I li 1=277,3=277. No 39380 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 0-9-8 oc max.starting at 3-6-12 from the left end to 4-4-4 to connect truss(es)to back face of bottom chord. _� 7)Fill all nail holes where hanger is in contact with lumber. — • 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 lb down and 26 lb up at -o: /7 1 f'r. 1-6-12,and 58 lb down and 26 lb up at 6-4-4 on bottom chord. The design/selection of such connection device(s)is the i�• i 11/: responsibility of others. i r�.•4•4:1&•--- ((/ 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). %'C ��- 9...... Q;••• ���, LOAD CASE(S) Standard ••etsts••.O. R 1• �c.,•.$.'•$.' sv 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,Iii;0 N A;E tik Uniform Loads(plf) Vert:1-2=-60,2-3=-60,5-8=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:11=-58 12=-486(B)13=-486(B)14=-58 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 1 0 WARNING-Valfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ASI.7473 aw 100.3/1015 BEFORE USE NB Design valid for use only with MMTek®connectors.Ills design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the br Aiding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/rpll Quell),Cabala,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. SafelyhNbamadonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610 Job Truss Truss Type , I Qty 1 Ply I 114682283 16312T0 120 Common ,3 1 1 I Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:57 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-gC pySW bArl7xrVHhfN K0gAgGqzh 1 GYmYgYriDMytv70 3-11-8 1 7-11-0 I 3-11-8 3-11-8 4x5 Scale=1:17.1 2 5.00 12 %iiiiiiiiiiiiiiiiiiiiii 11 I. rs 3 laii11 1 Prrailliggl i! 1-._ d . 2x4 II �, 3x4= 3x6 II 3x4 3x6 I I 3-11-8 7-11-0 i 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13],[3:0-0-0,0-1-6],[3:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loe) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.11 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=317/0-5-8,3=317/0-5-8 Max Horz 1=-30(LC 10) Max Uplift 1=-83(LC 12),3=-83(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-420/252,2-3=-420/252 BOT CHORD 1-4=-155/350,3-4=-155/350 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8,Exterior(2)3-11-8 to 7-1-14,Interior(1)7-1-14 to 7-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip t‘I I I I I IIII DOL=1-60 ,O,1• S A. z,I' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `b� .. q eIA/. 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 `0 Ne .•• G E N, ••.IA .� will fit between the bottom chord and any other members. ♦ • V F •. / • 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum N O 39 380 • • = sheetrock be applied directly to the bottom chord. * :°'::#\,/t9,. < OR `OP•�::`S�O N A�EC1 ��� Thomas A.Alban'PE No.39380 MINK USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify*sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.1003/2015 BEFORE USE ith- Design valid for use only with MITekE connectors.this design is based only upon parameters shown,and Is for an individual b(Adktg component not Cl truss system.Retore rise,the building designer must verity the CV pi k-Aabltty or design pirrarneters and properly Incorporate thisdesign 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 stabAlty and to prevent collapse with possible personal Injury and property damage. For general grddance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeA(Jlp/f QualyCntelb,058-89 and BCS/Dufdktg Component 6904 Parke East Blvd. lately Intomtallormvallable from Truss Plate Institute-218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job [Truss Truss Type a J Qty Ply 1 1 T14682284 16312T0 1T21 Common 11 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:58 2018 Page 1 I D:zgo0oi uAQ8g5HR W MjdZx7azyR56-8PM Lgsboc3FoSfstD55FNONRYN 1 G??5h2C bGmpytv7N 3-11-8I 7-6-0 3-11-8 3-6-8 4x5 11 Scale=1:16.6 2 14 5.00112 13 r, 33x4 a: c `44;sisis/a 4 1 c!' madmil II th '1 111.11 lima NAME IIIMIIII=ImMi 5 ►/ 2x4 11 3x4= 3x6 11 3x5 11 3-11-8 7-6-0 3-11-8 3-6-8 Plate Offsets(X,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[4:Edge,0-4-13] 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 0.12 Vert(LL) -0.01 5-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 5-12 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 4=300/Mechanical,1=300/0-5-8 Max Horz 1=29(LC 11) Max Uplift 4=-79(LC 12),1=-78(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-376/231,2-4=-336/242 BOT CHORD 1-5=-152/310,4-5=-152/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8,Exterior(2)3-11-8 to 01111111/1 7-1-3,Interior(1)7-1-3 to 7-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ` ,O-A P '4 S A. Ce ie DOL=1.60 .s 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%%K \C E N s '9i` � • 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 V F•.• ° . will fit between the bottom chord and any other members. No 39 380 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 joints)4,1. * • ,. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. .- "O. 0040-7 tr :13 � • 'ss,ON At.. •E? .-1, F ••. OR1 •• C • iefS Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7073 rev.10u3/2015 BEFORE USE. I Design valid for use only with MITekk connectors.This design is based only upon parameters shown,and is for an individual building component,notidt a inn..system.Hetcre use,the building designer must verity the applicabtity or design parameters and properly Incorporate this resign into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent tracing 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,seeANlJ►PII Qualify C1lalb,OSB-89 and DCS/leading Component 6904 Parke East Blvd. Safely bdormalonavdldle from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty !Ply I T14682285 16312T0 T22 Roof Special 1 1 1 I !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:45:59 2018 Page 1 I D:zgoQoiuAQ8g5 H R W MjdZx7azyR56-cbwjtCc RN NNf4pQ4noNUvbvcH nNUkRzrHsKpl Fytv7M 3-11-8 5-3-0 7-6-0 I 3-11-8 I 1-3-8 2-3-0 4x5 Scale=1:16.7 2 5.00 FY 10 % 4x5= 2x4 II 3 lel 4 cs. uy n aq aD 1 al PP ri op. 6 3x4= 5 3x4= 3x4= 3x6 II f 3-11-8 7-6-0 3-11-8 3-6-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6-9 >999 180 BCLL 0.0 • I Rep Stress lncr YES WB 0.08 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-ASI Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=294/Mechanical,1=294/0-5-8 Max Horz 1=46(LC 12) Max Uplift 5=-82(LC 12),1=-72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-362/177,2-3=-333/206 BOT CHORD 1-6=-178/298,5-6=-205/312 WEBS 3-5=-375/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8,Exterior(2)3-11-8 to 01111114/i, 5-3-0,Interior(1)5-3-0 to 7-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip s'' S A. ���� DOL=1.60 %•� �P .gZS, '•, 3)Provide adequate drainage to prevent water ponding. ``%�.r�+ C E N S•• '9A-•ice 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • V F+••,lam/ • 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 39380 will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,1. — 8)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2°gypsum "O sheetrock be applied directly to the bottom chord. :.: v .°gill I b.°:RA: r �(/:'% Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 , ith. Q WARNING-Verify design parameters and READ NOTES ON THIS AND B CLUDED MITEK REFERANCE PAGE MI.7473 rev.101)12015 BEFORE USE. j Design Valid for use orgy with Miele:connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.rretcre rice:,the bndlding designer must verity the ar piicabtlty 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. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPIl QuaWy Cshriv°DSS-89 and SCSI Sufdfny Compon.nf 6904 Parke East Blvd. Sanity h/omtalbn wadable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type . Qty Ply T14682286 16312T0 ,T23 Half Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:00 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-4nU55Yd38gV W iz?GKW ujSpSaPAgwTVS_W W 4Nghylv7L 4-8-0 7-6-0 I --I 4-8-0 2-10-0 3x6= Scale=1:17.1 4x5= 2 3 5.00 12 - 9 8 1 mi mill irmilmilimilliMi 4 3x5 II 3x4= 4-8-0 7-6-0 II 4-8-0 I 2-10-0 Plate Offsets(X,Y)-- [1:0-2-4,0-1-1],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-3-0,0-2-4],[3:Edge,0-2-0],[4:Edge,0-1-8] LOADING (pst) I SPACING- 2-0-0 CSI. DE FL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.10 4-7 >879 180 BCLL 0.0 . Rep Stress!nor YES WB 0.00 Horz(CT) 0.01 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=294/Mechanical,1=294/0-5-8 Max Horz 1=80(LC 12) Max Uplift 4=-96(LC 9),1=-63(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-8-0,Exterior(2)4-8-0 to 7-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``k111111111j1 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 �•‘�p s A. 'Itt will fit between the bottom chord and any other members. ``:k 0 G. ;'i1 6)Refer to girder(s)for truss to truss connections. E N -7 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1. • �• ��� SF•••, �� 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/7 gypsum ••• • sheetrock be applied directly to the bottom chord. No 39380 ���6\ •< pR1O•• �\ • iii111111 Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 , Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1093/2015 BEFORE USE ii, Design valid for use only with MITek5 connectors.TNs design Is based only upon parameters shown,and Is tor an Individual building component,not Ila I a truss system.8erore ruse,the bsAiding designer must verity the app&.abtity or design parameters and properly Incorp-,rate this design Into the ovenell building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M iTe k k always required for stabiitty 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,seeA/ /Nell tawny C,Mlla,DEB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyhYoima/bnmvdiable from Truss Flate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job 'Truss Truss Type .Qty Ply T14682287 16312T0 I T24 Half Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:00 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-4n U55Yd38gV W iz?GKW ujSpSZNAgbTvS_W W 4Nghytv7L 6-8-0 7-6-0 6-8-0 0-10-0 ' Scale=1:21.6 3 4x5= 2 3 , lidoiollgil ' 5.00 12 •- o el 1 1 1 '11111miim =11 •OM 4 3x5 II 3x4= 7-6-0 7-6-0 Plate Offsets(X,Y)- [1:0-2-4,0-1-1],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-3-0,0-2-4],[3:Edge,0-2-0],[4:Edge,0-1-8]` LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.12 4-7 >736 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=294/Mechanical,1=294/0-5-8 Max Horz 1=114(LC 12) Max Uplift 4=-103(LC 12),1=-51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-0,Exterior(2)6-8-0 to 7-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `, 11 f f ffi 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 OS A. 'I, will fit between the bottom chord and any other members. !!;ii;111:% 1N)11:1;1) ` el‘ . A•le 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Ot=lb) SF• �� 4=103. 3380 8)This truss design requires that a minimum of 7/16*structural wood sheathing be applied directly to the top chord and 1/2•gypsum sheetrock be applied directly to the bottom chord. • ..LU.o� R10P `. Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.101032015 BEFORE USE. Design vdki tot use only with 1vtlTekt connectors.This design Is based only upon parameters shown,and Is for an ind#vidud Wilding component,not a trusc system.tl etore rise,the building designer must verity the apr,Ilo•abllity<,t design p:xareeters an,t properly Incorporate this design Int,,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 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS(/IP1I away CNSada,058-89 and SCSI Bolding Component 6904 Parke East Blvd. *Myh/Ofmatkinavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • I Qty I Ply T14682288 16312T0 T25 Monopitch 2 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:01 2018 Page 1 ID:zgoQoiuAQ8g5HR W MjdZx7azyR56-Y_2Tluehv_dNJ6aSuD Py?0?rQa_BCMi8IApwN7ytv7K 7-6-0 7-6-0 Scale=1:22.4 2x4 11 2 5.00112 OPZ 3 3x6 I 2x4 II 7-6-0 7-6-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-3-0,0-1-1] I I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.14 3-6 >637 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.25 3-6 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 1 rT/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=294/Mechanical,1=294/0-5-8 Max Horz 1=126(LC 12) Max Uplift 3=-108(LC 12),1=-46(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=5.0psf;BCDL=5.0psf;h=25tt;B=45tt;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-4 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 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 4) Referfit toeg der(s)for tween the truss to ruschord sn onnd ectionsmembers. ,```%�other ‘1511 A1/ii�''', 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) `•S OMP . Z 1 ' 3=108. �1 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum ��,'��.'•�,�G E S'�• -Y��i� • sheetrock be applied directly to the bottom chord. • No 39380 • • -t) 001111111111119„dim :cc.7; 44/ Thomas A.Aibanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Vwlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke.connectors.This design is based only upon parameters shown.and is tot an Individual building component.not a truss system.rietore rise,the building designer must verily the at or design parameters and properly Inc,rp-/:rte.thk design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,welded/Mit ptp/y Casa",Dea.A9 and Km men°Component 6904 Parke East Blvd. Safeybfomadlonavdlabie from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type • 4 1 Qty Ply 1 2 T14682289 1631270 T26 Hip Girder 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:06 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-vxrMLbigkW FtQuTQhm?7i4ieXbal tQ5tuSXh2Lytv7F 4-6-6 9-10-1 15-0-1 20-2-0 25-3-15 30-5-15 35-9-10 40-4-0 4-6-6 5-3-11 5-1-15 5-1-15 5-1-15 5-1-15 5-3-11 4-6-6 Scale=1:68.5 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5.00 rff 8x12= 8x12 NAILED NAILED 4x5= NAILED 4x5= 7x14 MT2OHS= 4x5= NAILED 4x5 NAILED 2 23 24 3 25 26 27428 29 30 5 31 32 633 34 35 7 36 37 38 8 III /meq Il.f : :: CIIllII I70 1 nil Inn IIiILn ONnri nn nn nn rna nn nn • i m nnJ rn rn 1^0 1639 40 1541 42 14 43 44 45 13 46 47 1248 49 t1 50 51 52 10 5x6= 2x4 4x6= NAILED 7x14 MT2OHS= NAILED 4x10= 7x14 MT2OHS= 4x6 NAILED 2x4 I 5x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-6-6 9-10-1 15-0-1 20-2-0 25-3-15 30-5-15 35-9-10 40-4-0 4-6-6 5-3-11 5-1-15 I 5-1-15 I 5-1-15 I 5-1-15 5-3-11 4-6-6 Plate Offsets(X,Y)-- (1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[2:0-4-12,0-2-0],[8:0-4-12,0-2-0],[9:0-6-5,0-0-5],[9:0-0-6,0-0-2],[11:0-2-4,0-2-0],[15:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.79 13 >613 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -1.53 13 >317 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MS Weight:380 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. 12-14:2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2564/0-5-8,9=2570/0-5-8 Max Horz 1=-44(LC 23) Max Uplift 1=-711(LC 8),9=-712(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=5412/1508,2-3=-9173/2518,3-4=-11452/3099,4-5=-12320/3325,5-6=-1232W3325, 6-7=-11454/3100,7-8=-9183/2520,8-9=-5426/1512 BOT CHORD 1-16=-1327/4902,15-16=-1322/4904,14-15=-2440/9173,13-14=-3044/11505, 12-13=-3044/11507,11-12=-2442/9183,10-11=-1325/4916,9-10=-1330/4914 WEBS 2-15=-1208/4654,3-15=-1513/534,3-14=-634/2499,4-14=-801/337,4-13=-255/905, 5-13=-468/263,6-13=-255/903,6-12=-799/336,7-12=-632/2490,7-11=-1511/534, 8-11=-1208/4651 ,``��1/1111//11�, NOTES %%,,0 ....A.•;q1e�1ii 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: .:. ,,Z` .•%G E N s'•. 2 � �i� Top chords connected as follows:2x4-1 row at 0-7-0 oc. • •' V • Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. • � No 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 loads noted as(F)or(B),unless otherwise indicated. * • 3)Unbalanced roof live loads have been considered for this design. :"O 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. il •• ;_ L(/ II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 0 •�j`/ 4., 5)Provide adequate drainage to prevent water ponding. �i�'�.,',�� 0�;••����� 6)All plates are MT20 plates unless otherwise indicated. i�``s••••0 R I.•••_`C?`�• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I� lS� �` • 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 �/,,1�N Ai,,`��� 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)except Ot=lb) Thomas A.Albans PE N 1.393%0 1=711,9=712. MITek USA,Inc.FL Cert 6634 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard July 27,2018 .nntinrred on nape 2 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EI(REFERANCE PAGE/n-7473 rsv.10/0312015 BEFORE USE m it Design valid for use only with MIleka connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before rx;e,the buil ging designer must verlry the applicability 01 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 Inlay and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANlt/IPII Orally Croft fa,D5O49 and SCSI luldlrp Component 6904 Parke East Blvd. Safely Wo/malonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T14682289 16312T0 1T26 Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:06 2018 Page 2 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-vxrM LbigkW FfQuTQhm?7i4ieXbal tQ5tuSXh2Lytv7F LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-8=-60,8-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:2=-117(B)8=-117(8)16=-97(B)13=-41(B)5=-58(8)10=-97(B)23=-58(B)24=-58(B)25=-58(B)26=-58(B)27=-58(B)29=-58(B)30=-58(B)31=-58(B) 32=-58(B)34=-58(B)35=-58(B)36=-58(B)37=-58(B)38=-58(B)39=-41(B)40=-41(B)41=-41(B)42=-41(B)43=-41(B)44=-41(B)45=-41(B)46=-41(B)47=-41(B) 48=-41(B)49=-41(B)50=-41(B)51=-41(B)52=-41(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/1015 BEFORE USE. ' r Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Remote rise,the bt Aiding designer roust verily the cir4,llc'iLYlty of design txvcxneters end properly ir::.crrr::rato 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,seeA►owypfI Qualy clIeNb,Ddmid and dCSI&Ming Componold 6904 Parke East Blvd. Sofelyhrlormatlonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type , • I Qty 'Ply TI4682290 1631210 'T27 Hip '1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:08 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-rKz7m Hj4GBWNfBcooB1 bnVnxQPHSLIBAMm0o6Eytv7D 6-5-5 13-5-1 20-2-0 26-10-15 33-10-11 40-4-0 6-5-5 6-11-12 6-8-15 6-8-15 6-11-12 6-5-5 Scale=1:70.8 5.00 12 7x10= 7x10= 4x5= 7x6= 4x5= 3 24 25 4 26 5 27 6 28 29 7 4x5 23 di_ °I 1 a , ' 4x.5 8� 9 O Nrr .N 2 N c- d: 1 N a� • •s li 14 13 12 11 10 7x6 2x4 II 7x14 MT20HS= 4x10= 7x14 MT20HS= 2x4 I I 7x6 I 6-5-5 13-5-1 20-2-0 26-10-15l 33-10-11 I 40-4-0 6-5-5 6-11-12 6-8-15 6-8-15 6-11-12 6-5-5 Plate Offsets(X,Y)-- (3:0-5-4,Edge],(7:0-5-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.63 12 >756 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 1 Vert(CT) -1.24 12-13 >385 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 9 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS'Except' BOT CHORD Rigid ceiling directly applied. 11-13:2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-0-0,Right 2x4 SP No.3 2-0-0 REACTIONS. (lb/size) 1=1595/0-5-8,9=1595/0-5-8 Max Horz 1=54(LC 11) Max Uplift 1=-419(LC 12),9=-419(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3280/1172,3-4=-5316/1881,4-5=-5976/2069,5-6=-5976/2069,6-7=-5316/1881, 7-9.3280/1172 BOT CHORD 1-14=-992/2988,13-14=-997/2986,12-13=-1767/5355,11-12=-1780/5355, 10-11=-1008/2986,9-10=-1003/2988 WEBS 3-13=-805/2564,4-13=-741/355,4-12=-231/711,5-12=-371/217,6-12=-230/711, 6-11=-741/355,7-11=-805/2564 NOTES- 11111I11tffl 1)Unbalanced root live loads have been considered for this design. ,,��`1 PS A, , 11I1i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=40tt;eave=5ft;Cat. ``% ONS �e 'j' II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-3-2,Interior(1)4-3-2 to 6-1-15,Exterior(2)6-1-15 ,� \X •••�(',E•N s 'Q2 • to 11-10-7,Interior(1)11-10-7 to 34-2-1,Exterior(2)34-2-1 to 40-1-4 zone;C-C for members and forces&MWFRS for reactions F•.•, / °o shown;Lumber DOL=1.60 plate grip DOL=1.60 N O 39380 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;13: %1T= will fit between the bottom chord and any other members. �• / f �Li 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) iQ%%.0r� �+ 4C/; 419,9=419. .� \• QQ;••*�,• 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �js•••.9 R .• `Q. sheetrock be applied directly to the bottom chord. �I�S�O N A; `% ' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 Q WARNING-Verify design parameters and READ NOTES ON TIM AND INCLUDED MI/EK REFERANCE PAGE MN-7473 rev.1OT30015 BEFORE USE. Design valid for use oily with Mitek&connectors.this design is based only upon parameters shown,and is for an individual building component,not i a truss system.Refute use,the thr Aiding designer must verify the applicability or design pmr urneters and properly incorporate this design int_,the overall bulding design. Bracing Indicated Is to prevent buckling of i d Mdual truss web and/or chord members only. Additional temporary a d permanent bracing Mitek' Is always required for stability and to prevent collapse wfh possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and hum systems.seeANN/IpII Quai/y Peelle,O511-89 and MP&ttd*g Component 6904 Parke East Blvd. Safety Wo mat/oawdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I I Job Truss Truss Type • • Qty !Ply TI4682291 16312TO T28 Hip 1 1 1 I I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:09 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-JWXV_dkil ReEHLB?MvYgJiK86pd14oeJaQlLfgytv7C 7-8-11 14-0-12I 20-2-0 26-3-4 I 32-7-5 40-4-0 7-8-11 6-4-1 6-1-4 6-1-4 6-4-1 7-8-11 Scale=1:70.9 5.00 12 7x10= 7x10= 27 4x5= 6x6= 4x5= 2 21 22 3 23 4 24 5 25 26 6 d c EI 20 m 28 ou7 19r. m m 1 7 0 Ili- 12 11 10 9 8 2x4 I I 7x14 MT2OHS= 4x10= 7x14 MT2OHS= 2x4 I I 6x6= 6x6= 7-8-11I 14-0-12 20-2-0 26-3-4 32-7-5 40-4-0 l 7-8-11 6-4-1 6-1-4 6-1-4 6-4-1 7-8-11 Plate Offsets(X,Y)-- (1:0-6-5,0-0-5],El:0-0-6,0-0-21[2:0-5-4,Edge],[6:0-5-4,Edge],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (of) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.49 10 >982 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.97 10-11 >498 180 MT2OHS 187/143 BCLL 0.0 * I Rep Stress Incr YES WB 0.71 Horz(CT) 0.19 7 rVa n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-AS Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,7=1613/0-5-8 Max Horz 1=-69(LC 10) Max Uplift 1=-423(LC 12),7=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3389/1195,2-3=-4634/1669,3-4=-5096/1805,4-5=-5096/1805,5-6=-4634/1669, 6-7=-3389/1195 BOT CHORD 1-12=-1024/3071,11-12=-1027/3066,10-11=-1525/4663,9-10=-1536/4663, 8-9=-1017/3066,7-8=-1013/3071 WEBS 2-11=-573/1856,3-11=-678/320,3-10=-165/537,4-10=-343/201,5-10=-165/537, 5-9=-678/320,6-9=-573/1856 NOTES- 11111111//d 1)Unbalanced roof live loads have been considered for this design. ,�%%% &S A. - l i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ff;B=45ft;L=40ft;eave=5ft;Cat. `� B II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 7-5-5,Exterior(2)7-5-5 to s% •Z`....•• G E N S•- '92'19 13-1-13,Interior(1)13-1-13 to 32-10-11,Exterior(2)32-10-11 to 38-7-2,Interior(1)38-7-2 to 40-4-0 zone;C-C for members and ♦ F•••• forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "fl• 7.7N:R:v.s.t.. will fit between the bottom chord and any other members. 2:11:53,(:)......c,::: � �C/:7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q • �(/1=423,7=423. %'� • ,8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum i��s �,`• sheetrock be applied directly to the bottom chord. ��I� 1 ,,` Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: July 27,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE AM-7473 rev.10/03.2015 BEFORE USE. ma Design valid for use only with MTeka connectors.This design is based only upon parameters shown,and Is for an individual building component,not I a truss system.Before use,the betiding designer must verity the opr ik::lbt ity of design rxr orneters and property incorporate this design into the overall I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Malek Is always required for slabNlty 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,seeANIV/PIr QuafyC,MNla,0S11d9 and BCS/adding Compon.nf 6904 Parke East Blvd. Sandy BMolma/bnavallable from Truss Plate Institute.218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type , . Qty Ply I T14682292 16312T0 129 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:11 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-Gvf FOI IyY3uyW fLNUJbI P7PTFcKZYiAc2j ESjYytv7A 6-10-0 9-0-101 16-6-8 23-9-8 31-3-6 33-6-0 40-4-0 6-10-0 2-2-10 7-5-14 7-3-1 7-5-14 2-2-10 6-10-0 Scale=1:70.9 7x10= 7x10= 5.00 12 4x5= 6x6= 2x4\\ 3 21 22 23 4 5 24 25 26 6 2x4// 2ei iN am 7 19 20 27 28 0 0 1 11 \ o _ 8 12 11 10 9 6x6= 7x6= 4x10= 6x6= 6x6= 6x6= 9-0-10 16-6-8 23-9-8 31-3-6 40-4-0 9-0-10 7-5-14 7-3-1 7-5-14 I 9-0-10 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-4,Edge],(6:0-5-4,Edgej,[8:0-0-6,0-0-2],[8:0-6-5,0-0-5] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lore) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.38 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.76 10-11 >636 180 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=82(LC 11) Max Uplift 1—423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3261/1187,2-3=-3146/1184,3-4=-4242/1550,4-5=-4262/1558,5-6=-4262/1558, 6-7=-3147/1184,7-8=-3262/1187 BOT CHORD 1-12=-1014/2924,11-12=-971/2987,10-11=-1381/4260,9-10=-962/2988,8-9=-1005/2925 WEBS 2-12=41/321,3-11=-477/1487,4-11=-503/288,5-10=-464/293,6-10=-485/1505, 7-9=-42/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 11111111/1/. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. s••11 PS A, A lite, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 8-9-4,Exterior(2)8-9-4 to ••Off'• .•' S ,j 14-5-12,Interior(1)14-5-12 to 31-6-12,Exterior(2)31-6-12 to 37-3-3,Interior(1)37-3-3 to 40-4-0 �zone;C-C for members and forces& �� ..• ..E Ns-. ,4,t.,• MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • •• V F.••. / • 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ="O: ' tr r. 1=423,8=423. •• •• 41--' •14./ 7)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2" sum 9 q PP gypsum i 0 �►Y�� �(/ : sheetrock be applied directly to the bottom chord. %'� -e.:� `Q V"..** ,`� ,''��`,p,,�N A; • V''' 0 Thomas A.Alberti PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND bVCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03,201S BEFORE USE. Ell. , Design valid for use only with Mlteleb connectors.This design is based only upon parameters shown.and Is tot an individual building component.not i a truss system.Before rise,the building designer must verily the appllc.bility at design parameters and properly In:::rp;rate 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 Milek' is always required for stab ltty 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//PR Qualy Cdr.da,DS/d9 and SCSI Binding Compon til 6904 Parke East Blvd. Safely h/onnallonavdlable from Truss Plate Institute-218 N.Lee Street.Suite 312,Nexandrta,VA 22314. Tampa,FL 33610 I Job Truss Truss Type 4 1 Qty Ply I T14682293 16312T0 'T30 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:12 2018 Page 1 I D:zgo0oiuAQ8g5HR W MjdZx7azyR56-k5DdcemaJMOp8pwa 116XxLyknOeVH5pIGN_?F?ytv79 l 5-7-3 11-0-10 17-1-14 23-2-2 29-3-6 34-8-13 40-4-0 5-7-3 5-5-7 6-1-4 6-0-3 6-1-4 5-5-7 5-7-3 Scale=1:70.9 6x8 12 4x5= 6x6= 6x8 5.00 3 22 23 24 4 5 25 26 27 6 I 4x5� Ns: 4x5 202120 ,7 26 Y9 4 4 1 8 " 13 12 11 10 9 6x6= 2x4 I I 7x10= 6x8= 7x10= 2x4 I I 6x6 I 5-7-3 l 11-0-10 l 20-2-0 l 29-3-6 34-8-13 l 40-4-0 5-7-3 5-5-7 9-1-6 9-1-6 5-5-7 5-7-3 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-3-15,0-3-0],[6:0-3-12,0-3-0],[8:0-0-6,0-0-2],[8:0-6-5,0-0-5],[10:0-4-12,Edge),[12:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.28 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.63 10-11 >770 180 BCLL 0.0 • Rep Stress Incr YES WB 1.00 Horz(CT) 0.18 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS 1 Weight:201 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except" 4-12,5-10:2x4 SP No.1 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=-103(LC 10) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3271/1182,2-3=-3007/1112,3-4=-2740/1077,4-5=-3542/1301,5-6=-2740/1077, 6-7=-3007/1112,7-8=-3271/1182 BOT CHORD 1-13=-1034/2945,12-13=-1034/2945,11-12=-1129/3479,10-11=-1134/3479, 9-10=-1022/2945,8-9=-1022/2945 WEBS 2-12=-253/183,3-12=-212/813,4-12=-1004/369,5-10=-1004/369,6-10=-212/813, 7-10=-253/184 NOTES- s' 011111111,/,SA4 �� 1)Unbalanced roof live loads have been considered for this design. `•%% 0�P ,44 1, �'j, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=40ft;eave=5ft;Cat. �s�.Z••••\G E N 3• '94, 0. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 10-7-6,Exterior(2)10-7-6 to V .14, 16-3-13,Interior(1)16-3-13 to 29-8-10,Exterior(2)29-8-10 to 35-5-1,Interior(1)35-5-1 to 40-4-0 zone;C-C for members and forces& :•-r No 39380 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. * 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "'"'0• % :Cr: will fit between the bottom chord and any other members. . • �.i� 1C/ LL—�. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) �0••.r- ��� .�1C/� 1=423,8=423, .'C\.5• P:•• 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ije .•.•9 F ..•_`• (j%S sheetrock be applied directly to the bottom chord. 11 �O N A,�,,,•,, Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 lay.100.3/2015 BEFORE USE. id. Design valid for use only with MITekk connectors.Ns design Is based only upon parameters shown.and Is for ao hdlvidual building component,not a truss system.Before rise,the building designer must verily the applicability or design parameters and properly Incorporate thk design into the overall building design. Wachg 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,seemetp►/ll QriaWy coma,Dee.ep and IICCI pewee Component 6904 Parke East Bivd. Sably hNonnalbmvdiabie from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandra,VA 22314. Tampa.FL 33610 Job I Truss Truss Type r Qty Ply 1 T14682294 16312T0 T31 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:13 2018 Page 1 ID:zgo0oiuAQ8g5HR W MjdZx7azyR56-CHm?p_nD4g8gmyVmbkdmUYVsSQ?YOhxvV 1 jZoRytv78 6-3-3i 12-4-9 20-2-0 I 27-11-7 34-0-13 40-4-0 6-3-3 6-1-6 7-9-7 7-9-7 6-1-6 6-3-3 Scale=1:70.9 7x10= 7x10= 7x6= 5.00112 3 t 21 22 4 23 24 5 25 1111111 �� 4x5 4x5 2 6 N. C 26 rn ur 19 .6yr 4111110 1 7 0 • ,� 1 t t ► 1� o ,e, o 12 11 10 9 8 2x4 I 6x6 7x10= 6x6 2x4 I I 6x6= 6x6 = = 6-3-3 12-4-9 20-2-0 27-11-7I 34-0-13 40-4-0 6-3-3 6-1-6 7-9-7 7-9-7 6-1-6 6-3-3 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,[1:0-0-6,0-0-21,[3:0-5-4,Edge),[5:0-5-4,Edge),[7:0-0-6,0-0-21,[7:0-6-5,0-0-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.26 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.54 9-10 >900 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.43 Horz(CT) 0.16 7 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,7=1613/0-5-8 Max Harz 1=114(LC 11) Max Uplift 1=-423(LC 12),7=-423(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3282/1175,2-3=-2970/1107,3-4=-3242/1251,4-5=-3242/1251,5-6=-2970/1107, 6-7=-3282/1175 BOT CHORD 1-12=-1022/2953,11-12=-1022/2953,10-11=-859/2698,9-10=-850/2698,8-9=-1013/2953, 7-8=-1013/2953 WEBS 2-11=-298/182,3-11=-24/389,3-10=-243/792,4-10=-537/328,5-10=-243/792, 5-9=-24/389,6-9=-298/182 NOTES- 11111111111 1)Unbalanced roof live loads have been considered for this design. `�0%A PS A. 1 /1/ �j� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. �� e , II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 12-1-3,Exterior(2)12-13 to ���se •GENS•• �ij,11. 17-9-11,Interior(1)17-9-11 to 28-2-13,Exterior(2)28-2-13 to 34-0-13,Interior(1)34-0-13 to 40-4-0 zone;C-C for members and V '•.'. forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • No 39380 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. : 'O• , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .• 7.- �� �(!:1=423,7=423. i '. '� •..7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum i,'�� O R 1 0 P• ``�sheetrock be applied directly to the bottom chord. io 6 . NL•?C,?,`1111111100 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.IM732015 BEFORE USE I 101 Design valid for use only with MITetkE connectors.this design Is tamed only upon parameters shown,and Is tot an individual budding component,not a in ES system.Before txce,the building designer must verily the a ppk:ability of design parameters and properly incorporate this design Into the overall binding design. Bracing Indicated Is to prevent buckling of Individual inns web and/or chord members only. Addittorai temporary and permanent bracing Wel( k" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatxicatlon,storage,delivery,erection and bracing of trusses and huss systems,seeANSUIPff Qualify Olivia,03849 and ICS/Balding Component 6904 Parke East Blvd. Safely h VannaIbemvdidrle from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Nexarndrki.VA 22314. Tampa.FL 33610 , Job Truss Truss Type . 1Qty Ply II 1 1631270 T32 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:15 2018 Page 1 I D:zgoQoiuA08g5H R W MjdZx7azyR56-8gum EgoTc HOO?Gf8j9f EZzaEN Di BUYSCzLCfsKylv76 6-10-14 13-9-0 20-2-0 26-7-0 33-5-2 40-4-0 6-10-14 6-10-2 6-5-0 6-5-0 6-10-2 6-10-14 Scale=1:68.5 7x10= 2x4 II 7x10= 3 21 22 4 23 24 5 5.00,12 Ile 4x5 20 25 4x5 6 N 19 26 6 t• 1g r @ 7I6 12 11 27 10 28 9 8 2x4 I 6x6= 4x10= 6x6= 2x4 I 6x6= 6x6 6-10-14 13-9-0 20-2-0 26-7-0 33-5-2 40-4-0 6-10-14 I 6-10-2 I 6-5-0 6-5-0 I 6-10-2 6-10-14 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-4-4,0-2-4],[5:0-4-4,0-2-4],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.22 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.45 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Lett:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,7=1613/0-5-8 Max Horz 1=-134(LC 10) Max Uplift 1=-423(LC 12),7=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3293/1155,2-3=-2758/1036,3-4=-2743/1100,4-5=-2743/1100,5-6=-2758/1036, 6-7=-3293/1155 BOT CHORD 1-12=-1003/2963,11-12=-1003/2963,10-11=-761/2473,9-10=-749/2473,8-9=-991/2963, 7-8=-991/2963 WEBS 2-11=-557/266,3-11=-53/452,3-10=-162/525,4-10=-410/249,5-10=-162/525, 5-9=-53/452,6-9=-557/266 NOTES- 1111111/1/1 1) anced oof e loads have n for this design. 2)Wind:ASCEr7-10;vVult=1130mph(3 second gust)Vasd 10 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. ♦♦♦♦0 ...A. q��'�o, II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 13-9-0,Exterior(2)13-9-0 to ♦♦�.r G E/1�S•• IA.',� 19-5-7,Interior(1)19-5-7 to 26-7-0,Exterior(2)26-7-0 to 32-3-7,Interior(1)32-3-7 to 40-4-0 zone;C-C for members and forces& • �•.•• % • MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 39380 3)Provide adequate drainage to prevent water ponding. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :::: 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. S.::: "0. TN;o1rpo.S. �"6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ` 1(/1=423,7=423. Q•. �(/7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ;,'�� ��,��sheetrock be applied directly to the bottom chord. , s ?�i��IS ♦♦ Thomas A.Alban'PE No.39380 Weir USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03!1015 BEFORE USE. I MN . Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an IndMdual building component,not j a mass system.Before use,the Lit Aiding designer must verity the applicability ility o>t design Fxrr meters and F,roreily Incorporate this design into the overall building design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. AddltIonal 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/IPII Qually Cdada,DSl49 and 8CSI buldlrg Compononf 6904 Parke East Blvd. Safely I femsaSDrmvdiable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ITruss Truss Type m i Qty JPly I I I T14682296 16312T0 I T33 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:16 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-c5S8S0p5NbW FdQE LGtAT5B7NjdOZDyhLB?yDOmytV75 6-0-10 12-0-8 17-11-0 23-9-8 26-0-8 33-1-14 40-4-0 6-0-10 5-11-14 5-10-8 5-10-8 2-3-0 7-1-6 7-2-2 Scale=1:69.7 6x6= 7x10= 2x4 H 7x10 = 6 5.0012 3 4 —° rt1 25 �'+ 23 24 2x4// 4x5% 21 7 2 m n PO ✓ / 26 J; vm cl1 _8 0 o je 1 a i' UI • f.' Id 13 12 11 10 27 28 9 2x4 I I 6x6= 7x10= 4x6= 6x6= 6x6= 6x6= 6-0-10 12-0-8 17-11-0 23-9-8 31-0-1 40-4-0 6-0-10 I 5-11-14 5-10-8 5-10-8 } 7-2-9 { 9-3-15 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-4-4,0-2-4],[5:0-6-8,Edge],[6:0-3-0,0-2-4],[8:0-6-5,0-0-5],[8:0-0-6,0-0-2],[10:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.27 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.53 9-10 >906 180 BCLL 0.0 * Rep Stress Iner YES WB 0.82 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:210 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=-139(LC 10) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3294/1103,2-3=-2893/1018,3-4=-3068/1143,4-5=-3068/1143,5-6=-3268/1217, 6-7=-3062/1077,7-8=-3283/1105 BOT CHORD 1-13=-954/2967,12-13=-954/2967,11-12=-780/2609,10-11=-872/2987,9-10=-691/2409, 8-9=-932/2954 WEBS 2-12=-416/202,3-12=-32/387,3-11=-222/638,4-11=-391/244,5-11=-122/255, 5-10=-1465/618,6-10=-598/1723,6-9=-162/602,7-9=-389/261 NOTES- 11%11111 i" 1)Unbalanced roof live loads have been considered for this design. ,b" b S A q do 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft eave=5ft;Cat. `,• n ..,.. ...Az 4,� I Cpi=0.18;MWFRS and C-C 2)0-0-0 to 4-0-6, )4-0-6 to 12-0-8, • 11;Exp C;End.,6 0 14,Interior°)16-0-14 to 26-0-8,(directional) 26-0-8 to 30-0-14(Interior(1)30-0-14 to 40-4'0 zone C C for members rand forces& .,)12-0-8 to ,k?:•�`C E SF•q2/'� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 NO 39380 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7:."1C-s)) 'D: 5 E 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� � U• 1=423,8=423. 0 • i�-7__'` , 4(/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �i..4\'41e....,..1%....•----•� Q P;•..��. sheetrock be applied directly to the bottom chord. 'j� 9. R , •S �iiii3„/0NAl�'�OS%� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003o2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only Upon parameters shown,and Is fa an IhdlvldUai building component,not a 15x5 system.Fretore rise,the building designer must verity the applicability of design par-ureters and properly tncerporaie this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. AddMonal 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,see/UM/MI Qualify C,V ea,051.49 and BCl/Brddhp Component 6904 Parke East Bhid. SafetyhVoimaBolnvaliabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , I Qty ;Ply I II T14682297 '16312T0 T34 Roof Special I 1 I 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:17 2018 Page 1 ID:zgoOoiuAQ8g5HRWMjdZx7azyR56-430WfMgj8ve6EapXgahieOfYtl LIyNfUQfhmxCytv74 5-0-10 10-0-8 15-11-0 21-9-8 26-0-8 33-1-14 40-4-0 5-0-10 4-11-14 5-10-8 5-10-8 4-3-0 7-1-6 7-2-2 Scale=1:69.7 6x6= 6 7x10-= 2x4 I I 7x10�ii 5.00112 3 4Nr \IIIIIIIIIIIIIIINIIII ._7 �� w 2x4// 4x5----- 2 21 2 26 20 a d 14--r .:3- 6 8 i9 q Io 0 13 12 11 10 27 28 9 6x6= 2x4 11 4x5= 7x10= 5x6= 7x6= 6x6= 5-0-10 10-0-8 15-11-0I 21-9-8 31-0-1 40-4-0 5-0-10 4-11-14 5-10-8 5-10-8 9-2-9 9-3-15 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-4-4,0-2-4],[5:0-6-8,Edge],[6:0-3-0,0-2-4],[8:0-0-6,0-0-2],[8:0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.41 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.82 9-10 >592 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=139(LC 11) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3273/1122,2-3=-3027/1086,3-4=-3518/1294,4-5=-3518/1294,5-6=-4044/1511, 6-7=-3072/1108,7-8=-3292/1135 BOT CHORD 1-13=-1003/2950,12-13=-1003/2950,11-12=-885/2767,10-11=-1149/3648, 9-10=-706/2398,8-9=-945/2961 WEBS 3-12=-12/323,3-11=-325/945,4-11=-390/243,5-11=-313/31,5-10=-1681/740, 6-10=-810/2265,6-9=-147/649,7-9=-389/263 NOTES- %%1111111/o 1)Unbalanced roof live loads have been considered for this design. ,,��`A PS A A�,I,,� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. .• `V` e e II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 10-0-8,Exterior(2)10-0-8 to ``• _ G E•N d••.gjG�i� 14-0-14,Interior(1)14-0-14 to 26-0-8,Exterior(2)26-0-8 to 30-0-14,Interior(1)30-0-14 to 40-4-0 zone;C-C for members and forces& • •• / MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 39380 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • • will fit between the bottom chord and any other members,with BCDL=10.0psf. O. '� 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O.•• ,g_ri/��'* •LL(/• 1=423,8=423. •♦ + 41:1&74• #I i. ; 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum #••,0. '� A' 0 ;• �� sheetrock be applied directly to the bottom chord. .j 9 R , f,c.4. C? %. I',SSONA SSS` Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 id.0 WARNING-Vw y dpfgn paremsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE DesIgn valid for use only with Iv1lTekgv connectors.This design Is tamed only upon parameters stwvm,and is for an individual building component,not a truss system.Before arse,the building designer must verily the applicability or design T ammeters and properly incorporate this design Ink',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 lot 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/►Plr Goofy Climb,055-89 and ICS,Budding Component 6904 Parke East Blvd. Safety bAoomatbnctvallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply I T14682298 16312T0 T35 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:18 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-YFausirLvCmzskNjOl DxBcCjaRhohs7efJ RKTeytv73 6-9-2 8-9-2 14-7-10 20-6-2 26-0-8 33-1-14 40-4-0 6-9-2 2-0-0 5-10-8 5-10-8 5-6-6 7-1-6 7-2-2 Scale=1:69.7 7x6= 6 7x102x4 I I 6x6= 5� 5.00 12 23 24 2x4\\ 3 4 2x4// 2 r - :7 7 20 25 21 22 19 m N a 0 1 8 0 a = ! a 12 11 10 26 27 9 6x6= 4x5= 7x10= 7x10= 6x8= 6x6= 8-9-2 14-7-10 21-0-15 31-0-1i 40-4-0 8-9-2 5-10-8 6-5-5 9-11-2 9-3-15 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-4-4,0-2-4],[8:0-0-6,0-0-2],[8:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.49 9-10 >990 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.96 9-10 >506 180 BCLL 0.0 * Rep Stress Ina YES WB 0.82 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* 6-10:2x4 SP No.1 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1613/0-5-8,8=1613/0-5-8 Max Horz 1=-139(LC 10) Max Uplift 1=-423(LC 12),8=-423(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3254/1140,2-3=-3079/1109,3-4=-3870/1386,4-5=-3870/1386,5-6=-4295/1539, 6-7=-3075/1092,7-8=-3294/1118 BOT CHORD 1-12=995/2920,11-12=-897/2843,10-11=-1314/4165,9-10=-695/2397,8-9=-930/2962 WEBS 3-12=-55/310,3-11=-422/1237,4-11=-389/242,5-11=-433/94,5-10=-17441740, 6-10=-823/24.40,6-9=-142/666,7-9=-389/262 NOTES 1111111111/, 1)Unbalanced roof live loads have been considered for this design. ,,%�11 ails A. A ��/e� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. `. \�r`• 4,e ,,, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-0-6,Interior(1)4-0-6 to 8-9-2,Exterior(2)8-9-2 to s% .r� G E•N '9 •i 12-9-8,Interior(1)12-9-8 to 26-0-8,Exterior(2)26-0-8 to 30-0-14,Interior(1)30-0-14 to 40-4-0 zone;C-C for members and forces& k •• V\ SF•••,L/ °• MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 NO 39380 ' 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. ='U: " � Ir 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) �- LC/ 1=423,8=423. .Q% 44'5a-,- . 4/4 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum %'� ��' ,O.•••� ��� sheetrock be applied directly to the bottom chord. ��� G f3 C? �� �i�sSi�NA� - 0 Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 la0 WARNING-VM/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE Design vdid for use only with Milekc connectors.This design Is based only upon parameters shown,and Is for an Individual building component,trot i a truss system.Retire use,the building designer must verity the applicability or design parameters and property Incorporate this design into the overall boiling design. Bracing Indicated is to prevent buckling of IndivIdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek" k always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance rogueing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANJ1%IMt OIi y C/faly OJa.df add/C!I adding compendia 6904 Parke East Blvd. Jolly IntosmalIonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type • a I Qty I Ply ' 714682299 16312T0 T36 Root Special Girder 1 i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:20 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-VeifHNscRg0g51 X6V i FPG 1 H?MEKi9nW x6dwQYXytv71 7-6-0 12-1-4j 15-8-2 19-3-0 26-0-8 33-1-14 40-4-0 7-6-0 4-7-4 3-6-14 3-6-14 6-9-8 7-1-6 7-2-2 Scale=1:69.9 6x8 II 6 :i 7x10 7x10= 5.00 12 2x4 I I 4x5= 2x4// 3 4 7 601, AL giON \s1 ii,1140 IV 48 co m 1 9 to I r �� nt nn na 9 nt nn iu,W." ,u t'e Io o 23 24 25 14 26 27 13 12 11 28 29 10 o NAILED NAILED l 7x10 8x12 MT2OHS_ 5x6= 6x6= 5x6= 4x10= NAILED NAILED NAILED NAILED THD26 7-6-0 12-1-415-8-2 21-0-15 31-0-1 40-4-0 7-6-0 4-7-4 I 3-6- 14 i 5-4-13 9-11-2 I 9-3-15 Plate Offsets(X,V)-- (2:0-4-4,0-2-4],[5:0-5-0,0-3-4],[6:0-2-4,0-3-0j,[9:0-0-0,0-1-14],[11:0-2-12,0-2-8],[12:0-6-0,0-3-0],[13:0-5-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.44 11-12 >999 240 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.99 Vert(CT) -0.86 10-11 >564 180 MT2OHS 187/143 BCLL 0.0 * I Rep Stress Incr NO WB 0.76 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:425 lb FT=20 i LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied. 1-2:2x4 SP SS,5-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.1 `Except' 7-10-1 oc bracing:11-12. 1-12:2x6 SP SS WEBS 2x4 SP No.3*Except* 6-11:2x4 SP No.1 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 1=4687/0-5-8,9=2554/0-5-8 Max Horz 1=139(LC 24) Max Uplift 1=-1451(LC 8),9=-728(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-9515/2954,2-3=-11967/3693,3-4=-11967/3693,4-5=-11272/3440,5-6=-8934/2705, 6-7=-5290/1599,7-9=-5528/1619 BOT CHORD 1-14=-2637/8688,13-14=-2650/8730,12-13=-3327/11311,11-12=-3067/10552, 10-11=-1230/4550,9-10=-1411/4991 WEBS 2-14=-301/975,2-13=-1128/3996,4-13=-821/1067,4-12=-947/490,5-12=-613/1157, 0%1111111,/,,.-, 11111 t 111 f 1/II 5-11=-4972/1615,6-11=-1726/5871,6-10=-202/686,7-10=-369/298 °% APS A• A ,',eiSi i NOTES •- 1)2-ply truss to be connected together with 1 Od(0.131'x3')nails as follows: ♦♦. —.••v�G E N S'�.—v, °• ' Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. No 3 •9380 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 3-13 2x4-1 row at 0-7-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ` 1 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. "U: / • Lt 3) Unbalanced roof live loads have been considered for this design. ((/ 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. ••�y�� ; <(/ II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1,80 �i� ,[�• Q;•• ♦� 5) Provide adequate drainage to prevent water ponding. e R , •♦ 6)All plates are MT20 plates unless otherwise indicated. �I SSS••••••••�‘..\,‘•��� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I�-111/111110" ,�N A;,,,�� 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. Thomas A.Albanl PE No-39380 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MITek USA,Inc.FL Cert 8634 1=1451,9=728. 6904 Parke East Blvd.Tampa FL 33610 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 12-1-4 from the left end to connect truss(es) Date: to front face of bottom chord. July 27,2018 066W-dial assibbotes where hanger is in contact with lumber. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekb connectors.This design is based only upon parameters shown,and Is lot an tidMNduaI[wilding component,not o truss system.Fiefore txu:,the t-ndl-ling designer rust verity the applicability of design r=rometers and properly Incorporate 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 Mel( k Is always required for stablltty 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/IPII Gustily cm., ,D511-49 and SCSI Bu/ding CompoRMt 6904 Parke East Blvd. I Safely Namofbnavallable.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T14682299 '16312T0 T36 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:20 2018 Page 2 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-VeifH NscRgOg51 X6Vi FPG 1 H?ME Ki9n W x6dwQYXytv71 NOTES- 12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-6=-60,6-9=-60,15-18=-20 Concentrated Loads(Ib) Vert 13=-2361(F)17=-263(F)23=-274(F)24=-274(F)25=-274(F)26=-274(F)27=-274(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/lEK REFERANCE PAGE 511-7/73 rev.10/032015 BEFORE USE Design valid for use only with lvtlTeka connectors.This design Ls based only Upon parameters shown,and is for an Individual Lidding component,not a truss system.Hetore ruse,the building designer must verity the do{.;I•cabillty 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 MTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance waving the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/MUM/I Cuaay Csf.da Ds/-89 and BCW swans Compo .nt 6904 Parke East Blvd. Safety kflonnatbnsvaltable from Truss Plate Institute.218 N.Lee Street.Suite 312•Alexandrta,VA 22314. Tampa,FL 33610 Job 1 Truss Truss Type • , 1 Oty Ply i714682300' 16312T0 T37 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:21 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-zq F 1 VjtEC78XjB613QmeoEgEPelduLb4LHf_4zytV70 6-9-2 13-10-8 20-11-14 28-2-0 6-9-2 7-1-6 I 7-1-6 7-2-2 Scale=1:46.6 6x6= 4 '14111 1 5.00 FT 17 opp:18 2x4 \\ 2x4// 3 5 • 4x5 2 �i 16 19 o� *. Of 6 o o 8 20 21 7 ►= 7x6= 7x6= 4x6 I I 6x6 I I 8-10-15 18-10-1 29-2-0 8-10-15 9-11-2 9-3-15 Plate Offsets(X,Y)-- [4:0-3-0,0-2-41,[6:0-0-2,0-0-61,[6:0-0-5,0-6-51,[6:0-2-8,0-1-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.35 7-8 >973 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.60 7-8 >563 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.26 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight: 125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1127/Mechanical,6=1127/0-5-8 Max Horz 1=-117(LC 10) Max Uplift 1=-296(LC 12),6=-296(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2042/657,3-4=-1847/635,4-5=-1919/654,5-6=-2146/681 BOT CHORD 1-8=-507/1816,7-8=-292/1287,6-7=-536/1914 WEBS 3-8=-358/244,4-8=-127/615.4-7=-155/707,5-7=-413/263 NOTES- 1)Unbalanced roof live loads have been considered for this design. Wind:ASCE 0; gust)Vasd=101mph; ve=4ft;Cat. 2)II;Exp C;End.,1GCpi=0.18;MWFRS(diirrectional)and C-C Exterior(2)0-0-0 to3-0-0,3 00,Inte orr(1)3-0-0 to 13-10-8,Exterior(2)13-10-8 ,�����,pp�,5'A. ,`�1,i to 16-10-8,Interior(1)16-10-8 to 28-2-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `��••., r. . �• grip DOL=1.60 ,•%�`t?`-.••\GENS•• 14,10. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• V F..•. • ••4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • •• will fit between the bottom chord and any other members,with BCDL=10.0psf. = N O 39380 • = 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) .. 1=296,6=296. - 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �•���� <(/: sheetrock be applied directly to the bottom chord. i� '. /�j=,�- ii (1' ��iee til .,0 R'9. 4.,%sem Thomas A.Mani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 la . 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE a11.7473 rev.10.83/2015 BEFORE USE. Design valid for use only with Mlieke.connectors.this design Is based only upon parameters shown.and is for an individual butding component,not j a truss system.Hero re use,the building designer nor ist verity the ar-plIc.obillty or design parameters and properly incorporate thI 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 tegrlred tor 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,seentaWni 1 Query Medd OJ6d9 and/C31&M w Component 6904 Parke East Blvd. Sandy h/ormaI mvallable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type , 'Qty Ply T14682301 16312T0 T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:22 2018 Page 1 I D:zgo0oiuAQ8g5H R W MjdZx7azyR56-ROpPi3uszRGOLLhVd7HtLSMQK25idpOEaxPXc0ytv7? 14-2g-0 1-11-0 I 6-9-2 1 13-7-0 1311 Q-t 20-11-14 27-9-0 i 1-11.0 4-10-2 6-9-14 0-3-8 6-9-14 6-9-2 0-3-8 Scale=1:46.9 6x6= 4 %M 5.00 12 19 20 2x4\\ 2x4// 3 5 r 4x5 2 18 21 4x5 6 1 u 7 � a 9 22 23 8 7x6= 7x6= 6x6 I 6x6 8-10-151 18-10-1 { 27-9-0 8-10-15 9-11-2 8-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.36 8-9 >919 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.63 8-9 >526 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0-08 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-ASWeight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. 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=1110/Mechanical,7=1110/Mechanical Max Horz 1=-112(LC 10) Max Uplift 1=-291(LC 12),7=-291(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2006/646,3-4=-1812/624,4-5=-1812/624,5-7=-2006/646 BOT CHORD 1-9.504/1783,8-9=-293/1262,7-8=-505/1783 WEBS 3-9.347/239,4-9=124/609,4-8=124/609,5-8=-347/239 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=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MINERS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-10-8,Exterior(2)13-10-8 to 16-10-8,Interior(1)16-10-8 to 27-9-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,11111111 ii//I 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sO-A S A. �•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 `�� .......... e , will fit between the bottom chord and any other members,with BCDL=10.Opsf. `��•.r .•• E N s••.-72 .0.. 5)Refer to girder(s)for truss to truss connections. , F .• /• •• 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 • 1=291,7=291. r 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. = • ii Y ' vii • � :0 . 5 •w� P•• : • 0, SiONALE?�s• /ll1t1111 Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 la , 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M-7473 rw.100320I5 BEFORE USE I Design valid for use only with MiTekg connectors.This design Ls based only upon teeters shown,and is for an individual buliding component,not a truss system.Netore me,the betiding designer roust verity the applk,Obi ity or design parameters and properly Inc, rp;rate 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' k always required for stability and to prevent collapse with possible personal Injury and property damage. For general glidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP/t Quay CIIe b.DSI-89 and ICda&day Compononl 6904 Parke East Blvd. Meaty litonnao ivdlade from Truss Plate Institute-218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type _ . IQty Ply i I T14682302 16312TO T39 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:23 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-vDNnwPvUkIOFyVGhBro6ufvc3SSDMDVNob858sytv7_ 5-11-4 11-7-0 16-2-0 21-9-12 25-10-8 27-9-0 l 5-11-4 5-7-12 l 4-7-0 5-7-12 4-0-12 1-10-8 Scale=1:48.8 6x6 11 6x6 /I 4 20 21 22 23 5 5.00 12 �� 19 24 4x5 4x5 3 6 0 4x5 G 6x6= 2x4 I 2 i9 8 t— M n j ✓ I r{r 13 12 11 10 9 5x6 I' 2x4 I I 6x6= 6x6= 4x5= 4x5= 5-11-4 11-7-0 16-2-0 21-9-12 27-9-0 5-11-4 I 5-7-12 l 4-7-0 5-7-12 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.35 12-13 >951 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 HOrz(CT) 0.06 9 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1104/Mechanical,9=1104/Mechanical Max Horz 1=90(LC 11) Max Uplift 1=-289(LC 12),9=-291(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1989/661,3-4=-1613/604,4-5=-1430/594,5-6=-1617/595,6-7=-1957/649 BOT CHORD 1-13=-587/1769,12-13=-587/1769,11-12=-422/1430,10-11=568/1786,9-10=-472/1411 WEBS 3-12=-481/186,4-12=-44/339,5-11=-35/344,6-11=-499/180,7-10=-103/392, 7-9=-1667/585 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-0,Exterior(2)11-7-0 to 14-7-0,Interior(1)14-7-0 to 16-2-0,Exterior(2)16-2-010 19-2-0,Interior(1)19-2-0 to 27-7-4 zone;C-C for members and forces& /1/11111 f f f� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,x%11 S A. �,/, 3)Provide adequate drainage to prevent water ponding. ��•0MP Ade 1#i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ase ••'.(',E N s•••-,2 •� 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 •' V F ••• will fit between the bottom chord and any other members,with BCDL=10.0psf. N O 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)except(jt=lb) 1=289,9=291. — • * 1 8)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum ='O 1,1e: ��/ sheetrock be applied directly to the bottom chord. ,0•==aj!� 4(/ ,.0 �� � <V: i ,,,,,�oNA1.E?.SN fflllil Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 use 10/0312015 BEFORE USE. ith• Design valid for use only with MITek©connectors.This design Is based only upon parameters shown.and is for an individual building component.not I j a truss system.Before rue,the building 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 IndMdual 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 Inlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAflWIPIf Oua/y V sb,DSII-89 and SCSI aulkIng Component 6904 Parke East Blvd. Safely Namolbnavdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • 'Qty IPly T14682303' 16312T0 T40 Jack-Closed Girder 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:24 2018 Page 1 ID:zgo0oiuAQ8g5HRWMjdZx7azyR56-NPxA71v6U2X6afrtkYJLQtSpEsm25YBW 1 Fueglytv6z 4-4-12 7-6-0 4-4-12 3-1-4 Scale=1:24.7 2x4 I 3 4 5.00 Pr2 4x5 0.-... 2 Lira r.5.' Ii' i 117 12 6 THD26 4x10 H THD26 5x6= 5 5x6= THD26 T1-1026 4-4-12 7-6-0 4-4-12 3-1-4 Plate Offsets(X,Y)-- (1:0-0-0,0-2-61,[2:0-1-8,0-1-81,[6:0-2-4,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vett(CT) -0.09 7-10 >996 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.91 ( Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. REACTIONS. (Ib/size) 1=2596/0-5-8,6=2381/Mechanical Max Horz 1=127(LC 21) Max Uplift 1=-678(LC 8),6=-685(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2572/650 BOT CHORD 1-7=-684/2357,6-7=-684/2357 WEBS 2-7=-613/2389,2-6=-2898/841 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=4tt;Cat. II;Exp C;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refelt r toetween the girder(s)fortress tottom htrusrd s andanyotmembers. ,`,�`,t S A.dein. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) `�•on: .......ASB �Fj 1=678,6=685. `•%�� .• \G E Ns••.1A_•• . 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-4-12 from 0 F ••. • the left end to 6-4-12 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. .. N O 39380 = 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _ LOAD CASE(S) Standard = 9 4Twi cC 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •• /����/� ; LU: Uniform Loads(plf) i 0 •. if.4�''� kJ. Vert:1-3=-60,3-4=-20,5-8=-20 i '� .1'...e Concentrated Loads(Ib) ' . 5s • R O'• ? • Vert:7=-1107(F)10=-1090(F)11=-1084(F)12=-1107(F) l • ,°70 NA;ex isissiii Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 mit0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M[-7173 rev.1Otl312015 BEFORE USE. Design valid fot use only with MITek.;connectors.This design is based only upon patameters shown,and is for an individual building component.not a truss system.Fiefore rise,the hrdldlrgg designer must verity the appik:ability 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 dud 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/IPfI QuaDy CrfNla,osa-.,and PCX Meng Component 6904 Parke East Blvd. Safelyhdormafonavdidble from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22.414. Tampa,FL 33610 Job Truss Truss Type . . 101y !Ply j T14682304 16312T0 T41 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:25 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-rbVYL5wkFMfzCoQ31Graz4_EF7cg29gGvdBCkytv6y 7-6-0 10-0-0 14-3-8 18-7-0 24-3-8 28-2-0 7-6-0 I 2-6-0 4-3-8 4-3-8 5-8-8 I 3-10-8 Scale:1/4'.1' 6x6 11 4x5= 6x6 j1 3 17 18 4 19 5 12 5.00 2x4\\ 162 20 'i 6x6= 4x5= 6 7 O 0 15 U. 21 . a n a 1 N T - • o 11 10 9 8 4x6 II 7x10= 8x12= 4x5= 2x4 i I 10-0-0I 18-7-0 I 24-3-8 28-2-0 10-0-0 8-7-0 5-8-8 3-10-8 Plate Offsets(X,Y)-- [1:0-2-12,0-1-5],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[10:0-5-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.14 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.32 11-14 >999 180 BCLL 0.0 * Rep Stress Incr YES ! WB 0.74 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight: 142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1121/Mechanical,1=1121/0-5-8 Max Horz 1=74(LC 12) Max Uplift 8=-297(LC 12),1=-291(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2076/716,2-3=-1833/665,3-4=-1663/635,4-5=-1619/640,5-6=-1817/634, 6-7=-1712/583,7-8=-1074/392 BOT CHORD 1-11=-671/1845,10-11=-605/1766,9-10=-610/1775 WEBS 2-11=-328/218,3-11=-159/545,4-10=-325/127,5-10=-51/403,6-9=-904/387, 7-9=-659/1930 NOTES- 1)Unbalanced roof live loads have been considered for this design. /1111111/l/„ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=28tt;eave=4ft;Cat. ,,�•`,PS A. A ''Ii, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to `, OM �St 4�' 13-0-0,Interior(1)13-0-0 to 18-7-0,Exterior(2)18-7-0 to 21-7-0,Interior(1)21-7-0 to 28-0-4 zone;C-C for members and forces& ,•%%.r••••�G E s•• 1A_ • MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 F•••• / °i 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: _1011, :Cr 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 17.53 `;r.•r' r/. LU 8=297,1=291. i 0 •e L(/ 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4.40,70.e,* , A\�* ,Q Q;•• �% sheetrock be applied directly to the bottom chord. ij``s••.•0...R. • •••• c.7 • iiimittio- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND NVCLUDED MTV(REFERANCE PAGE AIN-7473 rev.10/03/2015 BEFORE USE. mill Design valid for use only with MltekS connectors.this design Is based only upon parameters shown,and is for an individual building component.not a truss system.Fi elore ruse,the building designer must verity the Of-.11oability of design p rmneters and properly Incorporate the design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addrional temporary and permanent bracing MiTek Is always required for stctAity 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.seeANSlRpft gladly Cdtetb.DAMN and CCl&Maw Compon.nt 6904 Parke East Blvd. Solely Infomdlonavdlabie from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . I Qty Ply 714682305 16312T0 T42 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:26 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-Jo3WYRxMOgngpy?GszMpVIX7U1W 1ZVepUZNlkBytv6x 8-0-0 14-3-8 20-7-0 22-3-8 28-2-0 8-0-0 6-3-8 6-3-8 I 1-8-8 5-10-8 Scale:1/4'=1' 7x10 2x4 II 7x10 5.00112 2 17 18 3 19 20 4 6x6= 4x5= Y 16 21 •• 0 15 N N ab dt M 110 iV 1 , 1 '$ 1� Q Iv NO 11 10 9 8 7 4x6 2x4 I 7x10= 4x5= 4x5= 3x5 II 8-0-0 14-3-8 20-7-0I 22-3-8 28-2-0 8-0-0 6-3-8 6-3-8 1-8-8 5-10-8 Plate Offsets(X,Y)-- (1:0-2-8,0-1-5],(1:0-0-5,0-6-5],(1:0-0-2,0-0-6],(2:0-4-4,0-2-4j,(4:0-4-4,0-2-4j 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.11 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.23 9-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.72 Horz(CT) 0.06 7 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1121/Mechanical,1=1121/0-5-8 Max Horz 1=108(LC 12) Max Uplift 7=-323(LC 9),1=-288(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2074/699,2-3=-2234/815,3-4=-2234/815,4-5=-1881/669,5-6=-1737/601, 6-7=-1055/422 BOT CHORD 1-11=-680/1832,10-11=-677/1838,9-10=-603/1732,8-9=-619/1778 WEBS 2-11=0/279,2-10=-174/602,3-10=-426/239,4-10=-211/656,5-8=-832/357, 6-8=-652/1892 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1111111 l 1 ii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. `��11 S A. /�ri, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to ��.%� P • ? & 1,011-0-0,Interior(1)11-0-0 to 20-7-0,Exterior(2)20-7-0 to 22-3-8,Interior(1)22-3-8 to 28-0-4 zone;C-C for members and forces& •N se .•• G t� • ♦ MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .. \- E SF'..A�t--,' � 3)Provide adequate drainage to prevent water ponding. No 39 380 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ft 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. "::::33.....01,;;;O:::1: "O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) _•.ems F 7=323,1=288. i 0 '• �� :44i Z. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum %'� •`� ' Q;• . %% sheetrock be applied directly to the bottom chord. '•j 9..R. ‘C•1•,,..:‘...\* NN "1��S o 0• Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-VarNy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/0 3/2015 BEFORE USE. NI . Design valid for use only with Miteka`connectors.This design Is based only upon parameters shown,and Is for an Individual bolding component.not a truss system.Betore use,the ht Aiding designer must verity the ppll:-rtttty of design parameters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of IrdhAdtal truss web and/or chord members only. Additional temporary and permanent bracing MtTek• is always required tot 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.seeANS1/7P11 Qualy CMrb,058-89 and ICS,Buldhy Component 6904 Parke East Blvd. Safety 6Mrmatleimdlabie from Truss Plate institute-218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job �Truss Truss Type , t !Qty Ply T14682306 16312T0 T43 Half Hip i 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:27 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-o_dll ny?nzvhR6ZSQgt22V4FL3rElv9zj D61 Gdytv6w 6-0-0 13-5-4 20-8-12 28-2-0 6-0-0 7-5-4 j 7-3-8 7-5-4 Scale:1/4'=1' 7x10= 5.00 12 2x4 1; 6x8= 4x10= 2 15 16 3 17 4 18 5 i� A lr_ 14 13 1 ` 9 8 7 6 4x6 2x4 1 7x10= 4x10= 3x5 II 6-0-0 13-5-4 20-8-12I 28-2-0 6-0-0 7-5-4 7-3-8 7-5-4 Plate Offsets(X,Y)-- [1:0-2-8,0-1-5],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-4-0,0-2-4],[7:0-3-8,0-2-0] 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 0.68 Vert(LL) 0.19 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 I Vert(CT) -0.38 7-8 >886 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.90 I Horz(CT) 0.06 6 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1121/Mechanical,1=1121/0-5-8 Max Horz 1=103(LC 12) Max Uplift 6=-356(LC 9),1=-289(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2181/744,2-3=-2928/1007,3-4=-2928/1007,4-5=-2271/759,5-6=-1046/418 BOT CHORD 1-9=-739/1950,8-9=-736/1955,7-8=-778/2307 WEBS 2-8=-327/1141,3-8=-465/275,4-8=-256/667,4-7=-696/362,5-7=-780/2341 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 111/,i, 10-2-15,Interior(1)10-2-15 to 28-0-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��_, S A. X11, grip DOL=1.60 `:' �P .4t �i� 3)Provide adequate drainage to prevent water ponding. •%���•• G E•N s .'92/i� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V F • 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 No 39380 T. • will fit between the bottom chord and any other members. • 6)Refer to girder(s)for truss to truss connections. _ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) - • 6=356,1=289. =-0: :Tc r. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum "i�• IrL ;�<(/: sheet rock be applied directly to the bottom chord. o lass j� •��/4 • � 0 0' , % • '' ` /e,„ %- NA' .,`%-iimil Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 o WARNING-yerffy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rw 10/18/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a trims system.Before use,the blitdirg7 designer must verity the applicability ct design parameters and properly Incorporate this design Into the overact balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general gridance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seemsl/lP l Qu y adorns.Dss-9 old iCsl diming Coma onMf 6904 Parke East Blvd. Moly hdwmolbnovdiable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ]Truss Truss Type , t Qty Ply T14682307 .16312T0 T44 Half Hip Girder 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:29 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-kMk3ASzFJb9PgQjrX5vW 7w9bvtTsmuuFBXbPLW ytv6u 4-0-0 8-11-1 13-8-6 18-5-10 23-2-15 28-2-0 4-0-0 4-11-1 4-9-5 I 4-9-5 4-9-5 4-11-1 Scale:1/4'=1' Special NAILED NAILED NAILED NAILED NAILED 5'00 12 7x10---:: 4x5= 2x4 I I 6x8= 4x5= 4x10=- NAILED NAILED NAILED NAILED NAILED 2 17 18 3 19 20 4 21 22 23 5 24 25 6 26 27 28 7 trall L U UU a U U U1 l U a U uu 1 p1 uu llL ,A 8 i rn n G, nn n1 Tia n11 n nn nn n nn ,.., 13 29 30 12 31 32 11 33 34 10 35 36 9 37 38 8 5x6= 2x4 NAILED 4x5= NAILED 7x14 MT2OHS= NAILED 4x5= NAILED NAILED 5x6= NAILED 3x5 Special NAILED NAILED NAILED NAILED NAILED 4-0-0 8-11-1 13-8-6 _ 18-5-10 23-2-15 _ 28-2-0 ~ 4-0-0 4-11-1 4-9-5 4-9-5 4-9-5 4-11-1 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[2:0-4-0,0-2-4],[8:0-2-12,0-1-8],[9:0-2-4,0-2-8],[12:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.48 10-11 >699 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.81 10-11 >415 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr NO WB 0.56 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:136 lb FT=20% I I LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, 2-5:2x4 SP SS except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3*Except* 2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1644/Mechanical,1=1646/0-5-8 Max Horz 1=69(LC 25) Max Uplift 8=594(LC 5),1=553(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3334/1149,2-3=-5353/1865,3-4=-6064/2096,4-5=-6064/2096,5-6=-5443/1912, 6-7=3479/1247,7-8=-1562/600 BOT CHORD 1-13=-1071/3009,12-13=-1068/3014,11-12=-1865/5353,10-11=-1934/5489, 9-10=-1247/3479 WEBS 2-12=-880/2551,3-12=-732/339,3-11=-288/778,4-11=-367/205,5-11=-241/624, 5-10=-631/299,6-10=-731/2122,6-9=-1221/532,7-9=-1318/3681 ♦♦♦♦,`A0111 11/1A14111/t.'',, NOTES- ♦ \`t Si 1)Unbalanced roof live loads have been considered for this design. ♦♦ .�� '•C E•N '9 �i 2)Wind:ASCE 7-10;VuIt=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45fC L=28ft;eave=4ft;Cat. ; •• V\ SF•••,L.' �� It;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 : No 39380 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. _ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • *` 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'O • ., will fit between the bottom chord and any other members. ' ��?�- •.; LL_ - -_, • 7)Refer to girder(s)for truss to truss connections. O•• • 44/. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) %'�� ( O f3 ,Q V"..* ♦`�� 8=594,1=553. �e l) •'• • `� ♦ 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. �Ii S(• ••••••�` ♦♦♦ 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 192 lb up at -/,,�N P"`�tO 4-0-0 on top chord,and 90 lb down and 55 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Thomas A.Alban'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 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: July 27,2018 j:nntinued on name 2 1' V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.19V3/2015 BEFORE USE. mg Design valid for use only with MiletO connectors.iNs design Is based only Upon parameters shown,and is for an Individual building component,not a tries system.[serum rise,the braiding designer roust verity the crp-lIoablilty or design parameters rid 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 are]permanent bracing MITek' is always required for stablitty 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.seeANSVIPII Qualify Creed;DS8-89 and ICSI Sulam Component 6904 Parke East Blvd. Safetyh,Sormofornvallable from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • , Qty Ply • T14682307 16312T0 T44 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:29 2018 Page 2 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-kM k3ASzFJb9PgQjrX5v W 7w9bvtTsmuuFBXbPLW ytv6u LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:2=-105(F)5=-43(F)13=-90(F)10=-34(F)17=-43(F)18=-43(F)19=-43(F)20=-43(F)21=-43(F)23=-43(F)24=-43(F)25=-43(F)26=-43(F)28=-43(F)29=-34(F) 30=-34(F)31=-34(F)32=-34(F)33=-34(F)34=-34(F)35=-34(F)36=-34(F)37=-34(F)38=-34(F) • Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIN-7473 rev.10/03r2015 BEFORE USE I � Design valid tot use only with Mileki connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a tries system.Fiefore use,t e building designer must verity the a<•,pii:.abliity of design p ararneters 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 Injury and properly damage. For general gukiance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIMI Qualify Criteria.DS149 and ICS/Building Component ! 6904 Parke East Blvd. Sa1WyWo.mallonavdidble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A % 'Qty 1 Ply j 7146823081 16312T0 T45 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:30 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-CZI ROo_t4uHGlal I5polg8isOGsJVHnPPBLytyytv6t 4-0-12 7-2-8 10-4-4 I 14-5-0 4-0-12 3-1-12 3-1-12 4-0-12 5x6— Scale=1:26.8 3 5.00 TIF le 4x5% 4x5 4 2 _ 110 %or P- c,' d 1 41I5 I- . lt,-,c 8 15 7 16 6 17 5x6= 3x8 H THD26 7x10— THD26 3x8 II THD26 THD26 THD26 5x6— THD26 4-0-12 7-2-8 10-4-4 14-5-0 4-0-12 3-1-12 3-1-12 i 4-0-12 Plate Offsets(X,Y)-- [1:0-0-0,0-1-14],[3:0-3-0,0-2-4],[5:0-0-0,0-1-14],[6:0-4-4,0-1-8],[7:0-5-0,0-4-4],[8:0-4-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.46 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0 * F Rep Stress Incr NO WB 0.77 ; Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS I Weight:152 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3388/0-5-8,5=4867/0-5-8 Max Horz 1=-55(LC 23) Max Uplift 1=-1089(LC 8),5=-1420(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7160/2325,2-3=-5679/1813,3-4=-5686/1815,4-5=-7569/2279 BOT CHORD 1-8=-2090/6534,7-8=-2090/6534,6-7=-2056/6936,5-6=-2056/6936 WEBS 3-7=-1271/4068,4-7=-2007/558,4-6=-391/1620,2-7=-1538/598,2-8=-449/1299 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-8 2x4-1 row at 0-5-0 oc. 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 ,`4%0111111U,III ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�� OPS t.S •A, A IIS 3)Unbalanced roof live loads have been considered for this design. %% O\�' �e •j 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. ♦♦♦ .••�G E•N 3 -T4j°•i II;Exp C;Encl.,GCpi-0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 k V F 5)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. i 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 N O 39380 •• = will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) • * 1=1089,5=1420. '13' -' ' X 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-0-12 from i • /-�T` - ; LU the left end to 14-0-12 to connect truss(es)to back face of bottom chord. i 0.• l_'ieG <o 9) Fill all nail holes where hanger is in contact with lumber. %'��*�• O R \O • � ,♦ LOAD ODead A+Ro(of) Standard L Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �II1,l O N A,�,%0 ,` Uniform Loads(plf) Vert:1-3=-60,3-5=-60,9-12=-20 Thomas A.Albani PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:6=-1101(B)8=-1624(B)14=-1091(B)15=-1101(B)16=-1101(B)17=-1084(B) 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 wit . A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*15-7473 rev.10/03/2015 BEFORE USE. i Design valid for use only with MITekb connectors.This design 8 based only upon parameters shown,and is for an Individual balding component,not a truss system.Before use,the building designer must verity the opy.4k-.ab*ity of design parameters and properly Incorporate thk design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal him and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seemiettm Qaafy Cleft DIL89 and IC9/rig Component 6904 Parke East Blvd. Safety(INbsmafptrvallabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type A C Qty l Ply 1i 714682309' 16312T0 T46 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:31 2018 Page 1 I D:zgoQoiuAQ8g5H R W MjdZx7azyR56-glspb8?VrC P6wjtDf W y_CLE 1 kgFgEwCYer4 W POytv6s 6-2-2 8-2-14 14-5-0 6-2-2 I 2-0-12 I 6-2-2 Scale=1:23.5 6x6 11 6x6 11 2 3 5.00(12 Ilia 11111, 15 14 a 16 13 rh 4 1 a la. 6 5 3x8 II . 2x4 H x4 3x8 II 6-2-2 8-2-1414-5-0 6-2-2 i 2-0-12 6-2-2 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-3-8,Edge],[4:0-0-2,0-0-6],[4:0-0-5,0-6-5],[4:0-3-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.07 5-12 >999 240 MT20 244/190 TCDL 10.0 ( Lumber DOL 1.25 BC 0.26 Vert(CT) -0.11 5-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=577/0-5-8,4=577/0-5-8 Max Horz 1=-47(LC 10) Max Uplift 1=-151(LC 12),4=-151(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-888/396,2-3=-767/406,3-4=-888/396 BOT CHORD 1-6=-277f763,5-6=-275/767,4-5=-274/763 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-2,Exterior(2)6-2-2 to 12-5-13,Interior(1)12-5-13 to 14-5-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 1.101111111/#1. grip DOL=1.60 ,s‘t pig A. A •,,, 3)Provide adequate drainage to prevent water ponding. `' o' • l49 •jam 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %, .••r,C E N S•••'92 °' 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 • k ••• F 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(jtdb) No *380 1=151,4=151. 7)This truss design requires that a minimum of 7/16•structural wood sheathing be applied directly to the top chord and 1/2•gypsum : sheetrock be applied directly to the bottom chord. '.931• / ; X Z I.i '�// — `V C?%. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7173 rev.1003/2015 BEFORE USE. I lilt 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.tiefi,re rte,the building designer must verity the appli..-:ar,nity or design parameters and properly incorporate this design Into the overall lwXdirg 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 regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMai/1111 OXY Casa%05689 and DCM Mrd Component 6904 Parke East Blvd. Safely h/onnafbmvdiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job I Truss Truss Type A Qty Ply I ' T14682310' 16312T0 1T47 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:32 2018 Page 1 ID:zgoQoi uAQ8g5HRW MjdZx7azyR56-8xQBpU07c W XzXtSQCETDIZn6g4c8zNNitVg3ygytv6r 4-0-0 5-1-8 4-0-0 1-1-8 Scale=1:17.1 3x6= Special 3x4 2 3 5.00 12 I •• om IIS _Aiiiiiiiii 1 Eli 8 I MI Special N 3x4= 4 3x6 I I 3x4 I }�3-q 4-0-0 I 5-1-8 0-3-0 3-9-0 1-1-8 _ Plate Offsets(X,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[2:0-3-0,0-2-4],[3:Edge,0-1-8],[4:0-2-0,0-0-0] LOADING (pst) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:19 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, BOT CHORD 2x4 SP No.1 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. (Ib/size) 4=387/0-5-8,1=241/0-3-8 Max Horz 1=69(LC 25) Max Uplift 4=-278(LC 8),1=-138(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,�%1 IMM/I,,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 ,��-A S A. '/e, will fit between the bottom chord and any other members. `•N O •P .4 e ",, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ♦♦♦.,.r ..•\G E N S'•••.I2 . 4=278,1=138. ♦• ••• V $' •. / 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)170 lb down and 203 lb up at No 39380 4-0-0 on top chord,and 100 lb down and 94 lb up at 4-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • -ii 7i CC: LOAD CASE(S) Standard • r 1I�� /G •,••<Cl 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .0 • /f+'-' • Uniform Loads(pif) 0, -' •• --- Q' Concentrated Loads(,b)3=60,4-5=-20 ��jeS•% R 1•_•`\:,•�♦ Vert:2=-130(B)8-100(B) NN Qi NAL A;�,���� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 la .•0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ml-7473 rev.1dR 2Of5 BEFORE USE. Design valid for use only with MITeker connectors.this design Is based only upon parameters shown,and is for an Individual Wilding component,not a trim system.Berore rise,the building designer must verily the applicability or design parameters and properly moors:-,rate this design into the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITA k is always required for stability and to prevent colt pse with possible personal Injury and property damage. For general guidance regarding the fabdcation,storage,delivery,erection and brach-ng of trusses and truss systems,seeAtai/fp►Qrlafy coma.mid,and sag&dam ComponNnf 6904 Parke East Blvd. SaN/yhfwmoflonnvdiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type ,� t Qty Ply . T14682311 16312T0 1T48 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:33 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-c8_ZOgOl Npfg911 cmx_SI mKNFUxnigdr69ZcU Hytv6q 5-1-8 5-1-8 Scale=1:18.2 2x4 I 2 5.00112 5 8 1 • 1110.1 3x5 II 3 2x4 H 83- 5-1-8 -3- 4-10-8 _ Plate Offsets(X,Y)-- (1:0-0-2,0-0-6],(1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.09 3-6 >700 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.07 3-6 >857 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=199/0-5-8,1=199/0-3-8 Max Horz 1=85(LC 12) Max Uplift 3=-145(LC 12),1=-100(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-12 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 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)*willfis truss has been fit between the bottom chord hordned or a andlive load of any other members.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 000 0%0111111/ii ,r S'A. ,I�111,' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Jt=Ib) `b% P .4 S 3=145,1=100. ,s%f* ' .••\GENS+•• 12 .E 5)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum •• F�.•.Y/ sheetrock be applied directly to the bottom chord. No 3 • 9380 • • • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verily design parameters end READ NOTES ON THIS AND NVCLUDED MITEK REFERANCE PAGE MN-7073 rev.IG03/20/5 BEFORE USE. Design valid for use only with MITek.:connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the hulking designer must verify the applicability of design parameters and properly Incorporate this design into the overril building design. Bracing Indk;afed k 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. Fcx general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANM//PII Quality Citeda,DSB-19 and BCl/BuldIng Component 6904 Parke East Blvd. Safety Informationovcilable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type ,• y Qty Ply T14682312 16312TO V01 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:33 2018 Page 1 ID:zgo0oiuAQ8g5HR W MjdZx7azyR56-c8_Z0g01Npfg911 cmx_SI mKR5U?Sigdr69ZcU Hytv6q 1-11-8 3-11-0 1-11-8 1-11-8 3x6_ Scale=1:7.3 5.00 F1T 2 3 ! 1 I • a v a 0 o ,ii:iiii•:•:•::•:4•::❖.:❖0:•❖:❖:❖:❖:POOOiiiii•::e..ii•i ❖ •❖::i:iOi::::::::: ::❖:❖:i•:i❖!.•:'❖.: ::::4❖:❖:❖:❖. ❖:•.•.:::':•:::•:•:•:•i o • ••• • • •:::::::::::::::::::iiiiiiiiiii.:iii••00:•0•:•:'iiii•O iiiiiiiiiP:O:•JP:04 iii.ii.iOii .biSA:S::l. :!:+:!•t:+•!•l•lO.!••SSSS:SSS9:t:t :O•:•+.�AO•••*•!••••• ::: t::t:: :!i:!:!:!:!:!:!:!:!iii:!: iii:t::•:+:!ii •:iii: :Xi t 2x4 2x4 CI-V, 3-11-0 0- - 0 3-10-6 Plate Offsets(X,Y)-- (2:0-3-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 ! MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ! BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 1 Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ``,t�1%I I I ItI SSS_, 4611. .-7 . • ••• � E 1VS$;•.•2, °O.: No 39380 si o! � /�• Z -- � : • � ' • C•••. ?%. ,4/ONA,�` Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 imill. o WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.1003/2015 BEFORE USE Design valid for use only with tvliTeke connectors.This design k based only upon parameters shown,and Is for an individual building component,not a tans system.•ietnre are,the building designer must verity the opplic rt,Nlty of design parameters oral properly Incorporate thk design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addibnal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.see/UM/IP/I Qually Climb,D511-89 and WIN Boldly Component 6904 Parke East Blvd. Safely IIMRnatIonovdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job !Truss Truss Type y I Qty 1 Ply T14682313 j 1g312TO V02 Valley 11 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:34 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-4KYyDA1 O87nhnBcoKfVhq_5ZVuJ2RHt?KoJAOjytv6p 5-1-0 5-1-0 Scale=1:14.3 2x4 II 2 5.002 • 4 id n • • ii iii i •i •i ii ii • • •i•• •• 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - ri/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 1=167/5-0-6,3=167/5-0-6 Max Horz 1=72(LC 12) Max Uplift 1=-29(LC 12),3=59(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 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)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. _tt,Ott Psi A, '4,, ```��� \GENS ,4, • No 39380 • • iiiiiiiiiitts Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. I r Design valid for use only with MITeka connectors.This design Is based only upon parameters shown,and Is for an ksdivldual building component,not a truss system.tietore rite,the building designer roust very the apr lic:abdlty of design parameters and properly Incorporate thk design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary arid permanent bracing Milek Is always required for stability and to prevent colignse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSUIPII Quail Cdlerra,DSS-19 and SCSI Sinding Component 6904 Parke East Blvd. Safely Itommtbmvdlabie from Truss Prate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type „ , Qty Ply I T14682314 16312T0 V03 Valley 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.220 s May 24 2018 MiTek Industries,Inc. Fri Jul 27 09:46:35 2018 Page 1 I D:zgo0oiuAQ8g5HR W MjdZx7azyR56-ZW 6KR W 2OVRVYPLB_uMOwNBPn5Hh7Ak78ZS2jY9ytv6o 3-1-0 1 3-1-0 Scale=1:9.2 2 2x4 I I 5.0012 P n r: 1 111 ■ Y O •ii..iii i i i i i i OOi i i i i i••00•i•JOi•:POi JOi J i O�•04 Oi i Oi i JOi i•000'O�O•:000•0:00' •:iii::::iiiii:•O:•ii••i••••:•ii:*:::: 00�•��ii•iii• iP:O•J:•JOPOOOJOOi _ •_•_•_•_ea•_•-e•_�_•-�-�0�!0�!i OOOQi 00:•0000:0�-•!ii'Oi!i!�!�!i!i-Oiler!•!•!J.••�!�!0-Q�!J0�•0�•0000�!�!� 3 2x4% 2x4 H LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl 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(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 1 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=87/3-0-6,3=87/3-0-6 Max Horz 1=38(LC 12) Max Uplift 1=-15(LC 12),3=31(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=5.0psh BCDL=5.0psf;h=25ft;B=45ft L=24tt;eave=4ft;Cat. II;Exp C;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)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. .•% 00 p9`A.A�",,, .``, \.........4.6i.,`e 2 • `r� G S• •'9 lei % No 39380 :0 • i - � : ° ••••O R 10 • • • • i %% —iiilien Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 27,2018 1 0 WARNING-Kelly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-TITS rev.10/03/2015 BEFORE USE. Design valid for use only with k5Tek9 connectors.This design Is based only upon parameters shown,and is for an Individual bulldtng component,notNE , j a truss system.riefore use.,the br Aiding desigmer. rnllst verity the apoiic h5lty at 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 Mikek k always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the I febrlcafkxn.storage.delivery.erection and bracing of trusses and truss systems,seeAN,'y►►q aloft Mode,DUI-A9 and BC71&idhip Component 6904 Parke East Blvd. Sahlyb*nnattommtlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y offsets are indicated. I 6-4 dimensions shown in ft-In-sixteenths Failure to Follow Could Cause Property /4 I (Drawings not to scale) Damage or Personal Injury lir= Dimensions are in ft-in-sixteenths. ilk Apply plates to both sides of truss 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-16ewide truss spacing,individual lateral braces themselves 31111111-101111E o111Zhl may require bracing,or alternative Tor I cD bracing should be considered. O I _� U Ai OO 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7 8c6 7 L designer,erection supervisor,property owner and plates 0-1 b" from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS, software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at lime of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the ` 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. f indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing of 10 ft.spacing. section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *111E10 reaction section indicates joint IILIIIIIIIIIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only.re:Ni 4t MI 18.Use of green or treated lumber may pose unacceptable 110. 1 environmental health or performance risks.Consult with project engineer before use. Industry Standardx ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. R is not sufficient. BCSI: BuildingComponent SafetyI/Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, lvi' k ANSI/7P11 Quality Criteria. Installing& Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015