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Home My WebLink AboutTruss-I Hlb IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. BRACINU: 1) FOR THE ERECTION BRACING FOLLOW -SEE FINAL ENGINEERING SHEETS FOR THE I STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS -BACK CHARGES WIM NO I BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE WARNING* LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY STRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE I OUR DESIGN DEPARTMENT MUST APPROVE NLESS OTHERWISE NOTED. INSTALL HANGERS FOR ERECTION AND INSTALLATION OF TRUSSESESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN CCORDING TO THE CURRENT SIMPSON STRONG -TIE NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. R USP CATALOG N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGSNGINEERING TRUSS DRAWINGS. • •• of C • (Addition) •• of • Trusses DO NOT Carry Any Existing Structure and They Are Not Designed to Carry Any Additional Loading **ALL Flat Ceilings** ***All Wood Beams by Builder*** ADDITION NOTE: IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS, ECT CANNOT BE RESPONSIBLE FOR MATCHING' EXISTING ROOF CONDITIONS: UPON SIGNING, BUILDER AGREES TO ALL CONDITIONS AS SHOWN ON THIS LAYOUT Indicates Left End Of Truss On Layout & Engineering Sheets Kt!CR1Vr=C1 JUN 2 9 320 ST. Lucie County, Permitting The Ar•hlieel's or Architect's representative's fhefrdrawing approval Ia.NOTa "d•uY1• ehook" of the contractor. The e•htrgeter Shall remain responsible far ahwahinq field measurements and other construction criteria. Architect's approval *ever& general roof shape, review of truss strapping, and loading on structure from gravity • lift loads and their respell eape tiv io 9 !Ions. Approved By. Date: Braden & Braden A.1, P.A. 0 G®?N 001O l ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS t 4- 0 IT - EAST COAST TRUSS N 5285 ST. LLUCIE BLV!D. F U. PIERCE, TL 34946 OFFICE; (772) 406-2480 FAX: 1772466-5336 STOMER:William B laniero Const, LLC B NAME: Dechiaro Addition DRESSA515 NW Lancewood Terrace Y/COUNTY:Palm City, Martin JOB # J39689 JOB # MODEL:Model 1 SQ FT 2005 DATE 06/02/20 rrTrn7== 61G15S-31.003 (3) (e), EAST COAST TRUSS Is the "Truss Design Engineer" Trns,e, are designed in neeordanue with the Florida Building Code NOTE: n By approving this placement plan(s), signatured I anywhere on this sheet, the customer or his I representitive acknowledges that this placement plan complies with the structural intent of the project. I The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and —� labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL 0 LJJ t CODE = FBC 2017/TP12014 ASCE 7-10 DESIGN CRITERIA =MWFRS CC OCCUPANCY CATEGORY=11 G EXPOSURE = B MWF SPEED =160 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15 U) W GRAVITY LOADS LU J Z FLOOR: DUR FACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0710.0,0.0,5.0 Z ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL LU 30.0-15.0-0.0-10.0 U) U) LOADS PER FBC & FRC `NON -CONCURRENT BC LL 10psf Z CONCURRENT BC STORAGE LL 20 psf I— W DEFINITIONS MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING I— TOB = TOP OF BEARING LU i TIC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT f-- # = POUNDS O z UPLIFT MUST 97-777T=R TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ) ALL GIRDER/COLUMN LOADS MUST 0 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES ' 0. SPANNING 20'-0" OR MORE 10 UST BE WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 J o /3 IN LENGTH AS THE SPAN OF THE TRUSS Q EING SET. \ l REFER TO BCI-B1 FOR COMPLETE O ERECTION AND SAFETY PROCEDURES. LIB ALL BEAMS BY BUILDER d 1- 2- 3- 4- 5- 6- SUPPORT ANY PLANT SHELVES TRUSS PLACEMENT PLAN (1/4" if plotted Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J39689 - Dechiaro Addition MiTek USA, Inc. Site Information 6904 Parke East Blvd. Customer Info: William B laniero Project Name: Dechiaro Addition Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: Address: 1515 NW Lancewood Terrace City: Palm City State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers'Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20456721 A01G 6/12/20 23 T20456743 D01 6112/20 2 T20466722 A02 6/12/20 24 T20456744 D02 6/12/20 3 T20456723 A03 6112/20 25 T20456745 MV2 6112/20 4 T20466724 A04 6112/20 26 T20456746 MV4 6/12/20 5 T20456726 A05 6112/20 27 T20456747 MV5 6112/20 6 T20456726 A06 6/12120 28 T20456748 MV6 6/12/20 7 T20456727 A07 6/12/20 29 T20456749 MV7 6/12/20 8 T20456728 A08 6/12/20 30 T20456750 MV9 6/12/20 9 T20456729 A09 6112/20 31 T20456751 MV10 6/12/20 10 T20456730 A10G 6/12/20 32 T20456752 MV11 6/12/20 11 T20456731 B01G 6112/20 33 T20456753 MV12 6/12/20 12 T20456732 B02 6/12/20 34 T20456754 MV14 6/12/20 13 T20456733 B03 6/12120 35 T20456755 MV16 6/12/20 14 T20456734 B04 6/12/20 36 T20456756 V4 6/12/20 15 T20456735 B05 6/12/20 37 T20456757 V8 6112/20 16 T20456736 B06G 6/12120 38 T20456758 V12 6/12/20 17 T20456737 C01G 6/12120 39 T20456759 V16 6/12/20 18 T20456738 CO2 6/12/20 40 T20456760 ZCJ1 6/12/20 19 T20456739 CO3 6112/20 41 T20456761 ZCJ1B 6/12120 20 T20456740 C04 6112/20 42 T20456762 ZCJ3 6/12/20 21 T20456741 C05 6112/20 43 T20456763 ZCJ3A 6/12/20 22 T20456742 C06 6/12/20 44 T20456764 ZCJ313 6/12/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters ` provided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdichon(s) identified and that the designs comply with ANSI/rPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlrPI 1, Chapter 2. --- JUN 2 9 �020 ST. Lucie County, Permitting June 12,2020 Finn, Walter 1 of2 .11 RE: J39689 - Dechiaro Addition Site Information: Customer Info: William B laniero Project Name: Dechiaro Addition Model: Lot/Block: Subdivision: Address: 1515 NW Lancewood Terrace City: Palm City State: FL No. Seal# Truss Name Date 45 T20456765 ZCJ5 6/12/: 46 T20456766 ZCJ5A 6/124 47 T20456767 ZEJ2 6/12/: 48 T20456768 ZEJ2A 6/12/: 49 T20456769 ZEJ3 6/12/: 50 T20456770 ZEJ4 6/12/: 51 T20456771 ZEJ7 6/12/: 52 T20456772 ZERA 6/12/: 53 T20456773 ZERB 6/12/: 54 T20456774 ZERC 6/12/: 55 T20456775 ZHJ2 6/12/: 56 T20456776 ZHJ3 6/12/: 57 T20456777 ZHJ4 6/12/: 58 T20456778 ZHJ7 6/12/: 59 T20456779 ZHJ7A 6/12/: 2 of 2 MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Cry Ply Dethiaro AddJon T20456721 J39689 O1G Hip Girder 1 2 • Jab Referents (options)) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:19 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HazAIOC-Y2KIXORGErQSdvBoSi756NMJ8gsP61XUhE5z7_gM ' l 10.1-10 l l 1a410 l I :2 I 2a49 332 1480 l eba 115 d41 Swl• =1:49.6 ii 4XBM18SHS = Special 5.00 12 3x4 = 3x4 = 1.4 II 5x8 = 4xSM18SHS = 2x4 II HUS26 TxB = HUS26 HUS26 Dx8 = 5id8M1a5H8 = Sx8 HUS26 HUS26 HU326 HUS26 WIT = Special TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. 2.4 It 0MEI I I I l I ]4 37aE 335 3311 39-1-4 4x10 = Plate Offsets (X,Y)- f1:0-2-13,0-0-12),13:G-4-0,0-1-131.17:0.5-4,0-2-4).19:0-5-0.0-1-111, 112:0-3-0.03-121, f15:0-3-0.0-4-8L f16:0-0-0,0.4121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (ICo) gde8 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.44 15-16 >746 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.8515-16 >388 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) -0.18 1 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Malnx-MS Weight: 323111 FT=O% LUMBER - TOP CHORD 2x4 SP No.1 *Except- 7-10: 2x4 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3'Excepr 3-16,5-15,6-13,7-12: 2x4 SP No.2 REACTIONS. (size) 1=0.5-8, 9=0.8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. Max Horz 9=98(LC 6) Max Uplift 1=707(LC 8), 9=758(LC 8) Max Grev 1=8035(LC 1), 9=5308(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-18163/1690,2-3=-15915/1638, 3-4=-14944/1557,4-5=17763/2201, 5-6=-14629/1869, 6.7=14629/1869, 7-8=-12503/1626,8-9=-12475/1576 BOT CHORD 1-17=-1522/16752, 16.17=1522/16752, 15-16=1800/16451, 1315=2094/17763, 12-13=1423/11599, 11-12=1412/11476, 9-11=1412111476 WEBS 2-17=0/1435, 2-16=22641108. 3-16=554/5779, 4-16-2183/485, 4-15=-39711845, 5-15=296/2351, 5-13=4126f430, 6-13=319/95, 7-13=439/3983, 7-12=246/1931, 8-12=359/258, 8-11=276/84 "Special" Indicates special hanger(s) or other connection deVee(s) required at location(s)shown. The desigNselection of such special Connection device(s) is the responsibility of others. This applies to all applicable truss designs in this Job. NOTES- 1) 2-ply truss to be Connected together with 1 Old (0.131')K3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 Go. Bottom chords Connected as follows: 2x6 - 2 Tows staggered at 0.5-0 Go. Webs Connected as follows: 2x4 -1 row at 0.9-0 Go. 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 forthis design. 4) Wind: ASCE 7-10; Vult=Mmph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise Indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) - This truss has been designed for a live load of 10.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 chard and any other members. 10) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 1 and 768111 uplift at joint 9. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-34 from the left end to 11-3-4 to Connect truss(es) to front face of bottom chord. -Verily design parama(ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE No.7473 rev. 10/03/2015 BEFORE USE. ,,`,`111111111j" ♦♦♦♦ P�(ER P, p�N •ar No 22839 O ICCs R1 SfONAI C♦♦ Wafter P. Rim PE No.22839 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 MiTek- Job Three Truss Type Oty Ply Dechiaro Addition T20456721 J39689 A01G Hip Girder 1 2 • Job Reference (optional) East Gaast Truss, FL Pierce, FL 34946 8.330 s May 6 2020 MTek Industries, Ina Fri Jun 1216:11:19 2020 Page 2 ID:kkDUB10mZEIgOIdEmHarAldC-Y2KIXORGErOSMBoST56rWBdJBgsPSIXUhE5z7_IM NOTES- 12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 133-4 from the left end to connect trusses) to front face of bottom chard. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 It, down and 101 Ib up at 20-4-0 on top chord, and 1405 Ib down and 237 lb up at 20-3-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead ♦ Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Units= Loads (pIQ Vert 1-3=90, 3-7=90, 7-10=90, 1-9=-20 Concentrated Loads (Ib) Vert: 7=-74(F) 17=1118(F) 16=1087(F) 15=-2213(F) 12=1405(1`) 19=-1118(F) 24=1118(F) 25=-1087(F) 26=933(F) ®WARNING Verily 6evanperamelersand READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473rev. 1WO312015 BEFORE USE. Design valid foruse only with MTekW eonne tors. This design Is based only upon paramolare Shawn, antl Is for an individual building component, not stress system.Eased .,IsIll. buildingdesigner must verify the appliczbllity of design parameters and propmlymearporab811sdeslgn Into lheoverall buildingdesign.Emeind indicated is to prevent buckling of Individual MRS web anyorchmd members any. Additional temporary and permanent Macing MiTeW Is always required for stable, and to prevent Corpse w W possible personal Injury and property damage. For general guidance regarding lye fabrication. Storage, delivery, election and bracing oftrusus and truss Systems, see ANSIRF11 Quality CdreJa. DS"9 and 8=1 Building Component 6984 Parke East DIM. Sahylnbnneflon avdilablefrom Truss MAelnskWe,218N.Lee8ireO., le312,K1 wdda,VA23314. Temp., FL MID Job Truss Truss Type 0y Ply Dechiaro Addition T20456722 139689 A02 Hip 1 1 • Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34M 8,330 s May 6 2020 MTek Industries, Inc Fri Jun 12 15:11.202020 Page 1 ID:kkoUBJOmZEIgOJrfEewHarAldC-0EuPIMSu48YJToUNM9DMdJlqfOehPPTFFBDEmXz7_gL ag.tb s410 134:0 18.40 uaz zT-4-o zss-c a9.14 I az-z I ba-Q I ae-D I a2-2 aa14 z4w scale: 1W=1' 5.00 112 4xa = 3*1 = 4x6 = 3 19 4 20 21 22 5 34 = 3.8 = 4x4 = 3x8 = SAG = . 9-0 0 I 19"1-0 I 290o Plate OHsets(X,Y)- 11:D-6-2,0-0-41.17:0-6-2,0-0-41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) -0.18 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 Be 0.91 Vert(CT) -0.40 9.11 >820 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.34 Horz(CT) -0.12 1 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrx-AS Weight: 1281b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 REACTIONS. (size) 1-0-5-8,7=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Max Hoa 7=-121(LC 10) Max Uplift 1=.219(LC 12), 7=312(LC 12) Maus Grav 1=1496(LC 1). 7=1695(LC 1) FORCES. (lb) - Max. Comp.fMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322511203, 2-3=27101987, 34=2451/955, 4.5=.2431/982, 5-6=2686/1006, 6-7=-3174/1217 BOT CHORD 1-11=-1039/2944, 9-11=-880/2706, 7-9=-1067/2872 WEBS 2-11=-569/359, 3-11=-208/632,4-11=-487/196, 4-9=505/228, 5-9=.180/614, 6-9=-511/339 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsl; h=15ft; B=1088; L=65ft; eave=7ft; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0. Inlenor(1) 6-0-0to 9-0-0, Exledor(2) 9-0-0 to 17-5-13, Interior(l) 17-5-13 to 18-4-0, Extedor(2) 18-4.0 to 26-8-3, Inlerlor(1) 26.8-3 to 29.4-11 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) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconwnent with any other live loads. 6) ' This buss has been designed for a live load of I O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other merottem. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219lb uplift at joint 1 and 312 lb uplift at joint 7. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��•,,,,5`PV�C E N `SFN1!,,•4 No 22839 a. *: :* 90: T$ OF :��/ -4 OF00 Wager P, Flnn PE W22839 MITek USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: June 12,2020 ®WARNING - Ve,iry doslgnpnamonen and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU 7473 mv. f0/03a0I5 BEFORE USE. Design valid forum only with MTek®connedon. The design Is based any upon parameters shown, and Is for an intllNdual building component, net �� a truss system. Before use, the building designer must wady the applicability of design parameters and properly Incorporate this design into the ovemll buiidingdeslgn. gracing indicated is to anymm buckNing of MdMdual truss web anchor Grand members ony. AddilbnalkmporaryaMpermanertbradng MiTek' is always required for stability and to prevent collapse with poamble personal mury and property damage. For general gddame legaming me fabrication. storage. deliveryry eretlkn and bradrg Of Welee and truss systems. me ANSW lQuality Crown, DS849 and SCSI flooding Component Salerylnbrmagon M1om Trues Plato InstdNa, 218 N. Lee WeeL Suha 012 AlaxaMda, VA iD14. 6904 Parke East BNd. ava9abla Tampa, FL MID Job Truss Truss Type Oy Ply Oetlhiaro Adtlition T20456723 J3%89 A03 Hip 1 1 • Job Reference o Hanel was, Vt. Vience, HL 34B46 Sx14M19SHS = 1x4 II Sot 11 4yS = 34 = 4x12 = &33U a May 6 2020 MtTek Industries, Inc. Fri Jun 12 15:11:21 2020 Page 1 Scale=1:50.7 6xe MISSHS = 5x5 = 26 27 4 1-10a It Bd8 70-W i6.5.8 224-15 2L:2 1-tea o-i-t9 3-toa I 4az I s-7o 1 5-tta 4A1-1 Plate Offsets (X,Y)— 11:0-10-1 i 0-0-0) [2:0-7-3 Edge) 13:0.5-12 0-2-8) 19:0-3.8 0.2-0) I11:0-6-0 0381 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.T7 Vett(LL) -0.46 13-20 >701 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Ved(CT) -0.8913-20 >365 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES VJB 0.92 Holz(CT) 0.41 7 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -AS Weight: 143 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'ExcepV TOP CHORD Structural wood sheathing directly applied. 1-3: 2x8 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP N0.2'Except' WEBS 1 Row at midpt 5-12 2-14,11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Harz 1=144(LC 10) Max Uplift 1=-218(LC 12), 7=310(LC 12) Max Gmv 1=1473(LC 1), 7=1677(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16=511/268, 2-3=-2681/979, 3-4=2620/1035, 4-5=-2897/1041, 5-6=-5115/1837, 6-7=-3141/1131 BOT CHORD 2-13=-69712657, 12-13=-69712665, it-12--1748/5063, 5-11=267/976, 9-10=209/503, 7-9=-968/284B WEBS 3.13=0/300, 3-12=309/208, 412=143/568, 5-12=2517/1046, 6-9=1174/412, 9-11=-831/2568,6-11=-62611872 NOTES. ,`,,�tE1111111j,I pJER • P lL`�j� I♦I 1) Unbalanced roof live loads. have been Considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=1511; B=108ft; L=65ft; eave=7ft; V •'�,�� E N Sic •2 ♦♦� Cat. II; ESP B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) 0-4-0 to 6-4-0, Intehogl) 6-40 to 1D-10-8, 5dor(2) ed ee�� Q 10-10-8 to 2411-S, Intertor(1)24-11-5 to 29-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber NO 22839 le DOL=1.60 plate India DOL=1.60 * �• e, 3) Provide adequate drainage to prevent water postal C 4) All plates are MT20 plates unless otherwise indicated. .�we 5) Plates checked for a plus or minus 0 degree rotation about 8s center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. pO'e• S 7) 'This truss has been designed for live load 10.Opsf the bottom in •' ��: a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦ T P • •' will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 Considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify ♦ • Q R \ 0•" ♦♦I s •........(`� ,��Sl�i Capaof bearing I 9) Provide mechanical connection (by others) of truss to bearing plate Capable ofwhhstanding 218 IS uplift at joint 1 and 3101b uplift at I Iii„`, joint 7. 10) This truss design requires that a minimum of 7/16" stmctuml wood sheathing be applied directly to the top chord and 1/2" gypsum Walter P. Finn PE Na.22839 Walter USA, Inc. FL Cart 39 sheetrock be applied directly to the bottom chord. 3904 Parke East Blvd. Tampa R. 33610 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. DaN. June 12,2020 ®WARNING -Verify deslpn parameters amr READ NOTES ON THIS AND INCLUDED MITER REFERENCE FACE 6111-74I3 rev. IOM312015 BEFORE USE. ses— Design valid for use any with MTekleconnectars. This design is based only upon parameters shown, and Is loran inditldual building component, not �® a truss system. aside use, the building designer must veriy the applicability of design parameters and properly Incorporate Nis design into the overall buildm9desim. Bracing indicated is to prevent towelling m indiNdual truss web andhorchoN members only, Addtlbnod temporary and pemlanert bracing M!Tek' Is always mil for Stability and to preveN cogapse with possible personal Injury and propely damage. Fargeneraigubarlceregamingthe fabtlration.storage, deliveryry erection end brecint, of pusses and truss systems. said ANSVITH Doi Colombo, DS9A9 and SCSI Building Component sees Parke East Blvd.Salayrnfurmade• aVatablo fmm Trues Plate InSAde, 216 N. Lee Sbeet, Sub.312, Alexandra, VA 22314. Tampa, R 36610 Job Truss Truss Type Dry Ply DechiaroAddition T20456724 J3909 A04 Hip 1 1 Jab Reference (optional) ..in s.uass vase, n. nerr», VL:waAo B.330 s May 6 2020 MITek Industries. Inc. Fri Jun 12 15:11:22 2020 Page 1 to kkOUBJOmZEIgDJrfE.HazAldC-ycOAA2U8Wmol i6elUaFgikN3UgKeIC7YNLrOz7_gJ 76-8 12-108 14." 19-M 27-0-0 29d0 ' 76-8 1 5-0-0 1 1-7-0 1 5-0 1 768 1 2-0-0 Scale =1:49.3 dad = 44 = axe = tied If 3x4 = 3x4 = 44 = tail II axe = LOADING (pert TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Ina YES Code FBC2017rrP12014 CSI. TC 0.85 BC 0.94 WB 0.78 Matrix -AS DEFL. (LL) Vanbl Ved(CT) Hoa(CT) in (too) I/dell L/d -0.18 13-16 -999 240 -0.3513-16 *25 180 0.11 7 We n/a PLATES GRIP MT20 2441190 Weight: 130 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP NQ.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-84, 7=08-0 Max Horz 1=-166(LC 10) Max Uplift 1=-219(LC 12), 7=312(LC 12) Max Grav 1=1496(LC 1). 7=1695(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 1-2=3030/1010, 2-3=2150/811, 3-0=1891/780, 48=2147f/90, 6-7=3014/1028 BOT CHORD 1-13=-782/2726, 12-13=782/2726, 11-12=-435/1891, 9-11=82=683, 7-9=822/2663 WEBS 2-13=0/295, 2-12=1028/468, 3-12=218/537, 4-11=-181/523, 6.11=977/452, 6-9=0/288 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-1P Vu0=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and CC Exterior(2) D O-O to 6-0-0, Inledor(1) 6." to 12-108, Exterior(2) 12-10-8to 22-11-5.Interior(1)22-11-5to 29-4-11 zone;C.Cformembersandforces SMWFRSfatreactions shown; Lumber tlits Ilell �11 DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. , % dC��♦♦♦ 4) Plates checked for a plus or minus 0 degree rotation about its center. Jp PATE ` V E 111 SF ♦♦ 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. • .•�\G ;2 '� 6) This truss has been designed fora live load of 10.0psf 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. No 22839 ••; 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 219 Ib uplift at joint 1 and 312 Ib uplift at 7E ;• �' joint 7. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum - we .Q ¢ sheetrock be applied directly to the bottom chard. w, OF :�44/` S.CpR10 Walter P. Finn PE No.22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa A. 33610 Dam: June 12,2020 ®WARNING -Vodly design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE 11111-I473 rev, I0/0/2015 BEFORE USE. wanaw Design valid for use onlywhh MRek®connedors. This design Is based only upon parameters shown, and is for an inclAduel leffo ng component, nnt a mass system. Before use, the bulls designer must verily the applicability of design Parameters and properly incorporate lhb design Into the overall bulkingdesign. Bracing Indicated is to prevent tackling of lndMdual truss web anmor chord members only. Additional tempgrmy and permanent bracing M!Tek' Is always required for steady and to prevent collapse with possible personal iNury and property damage. For general guidance regreang the fabrication. Madge. d.wery,eredilgn and hooding oltrusses and Vass systems, us ANSI/!left Qualify Camara, DSB89 and BCSI Building Component Dead Parka Fan BM. Sath yholionnadon avaeabb trmn Truss Rrie lns ue, 218 N. Lee Weal, Sude 312, Alexa M, VA22914. Tampa, tt 36610 Job Tmss TmBe Type any Ply Derhavo Addition T20456725 J39689 A05 Common 4 1 a Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4s6 = 8.330 s May 6 2020 MTek Industries. Inc. Fri Jun 12 15:11:23 2020 Sees:1/4"=t' )$ sins = 3.4 = 3x4 = 3x4 = 3x6 = 0.}15 1B-0.1 27.40 ¢}15 84.2 9-3.15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.19 9-12 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) .0.44 9-12 >738 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.33 Hoa(CT) 0.10 5 n/a Na BCDL 10.0 Code FBC2017/TP12014 Mamil-AS Weight: 1191b FT=0% LUMBER - TOP CHORD 2x4 SP Na.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,5=041-0 Max Horz 1=-175(LC 10) Max Uplift 1=219(LC 12), 5=312(LC 12) Max Grav 1=1496(LC 1), 5=1695(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3041/981, 2-3=2676/933, 3-0=2645/893, 45=-3005/943 BOT CHORD 1-9=-762/2750, 7-9=-392/1805, 5-7=756/2709 WEBS 3-7=265/891, 4-7=647/335, 3-9=284/930, 2-9=672/341 BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid Ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opst h=15tt; B=108ft; L=6511; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and G-C Extedor(2) 0-0.0 to 6-0-0, Inledar(1) 6.0.0 to 13.8-0. Exterior(2) 13-" to 19-B-0. Interior(1) 19-M to 29-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pat bottom chard live load noncancurtent with any other live loads. 5) • This truss has been designed for a live load of 10.0psf an the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will ld between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 2191b uplift atjoint 1 and 312 lb uplift at joint 5. 7) This muss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. JJS\pVI G E N ! �/�y'j; O SF•• No 22839 Irz 9 OA F .•40R \ o•\,�� ,, ,ONA��,,% Waller P- Ron PE No.22839 MITek USA, Inc. FL Can 66M Ill Parke East Bind. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verify design panrnelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. IOm3RO15 BEFORE USE. Designvalidfaruseontywbn MTeMDconnectors.TinsdesgnIsbasedwtyuponpammManshown,and IsWanndivMualWfldingwmpa nt,nd a truss system. 9erma use, the buildng designer must Verify gas appooliy of design paremears and Property nwryomm Nu design into Me oueml building design. ending Indicated is to prevent burkrmg oflndividualtuse cow and/arNON members coy. Additional temporary and permanent blaWg Mllek• is ahvays resulted for stability, and to prevent collapse wrth possible personal injury and property decade. For6enemlguldanceregarringlOa fabrication, storege,delivery erection and bracing oftmsses and truss Systems, see ANSI?PII Dually Crfrede, DS949 and Best Building Component ale from Plate IaslXute, 218 N. Lee Steel, Suite 312, Nesiandre VA22314. 6904 Parke Fait Blvd. Seletylalarmoson avage Truss Temps, FL 36310 Job Truss Truss Type Cry Ply DacharoAddileon T20956726 139689 A06 COMMON 3 1 I w Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 44 = 8.330 s May 6 2020 MiTek Industries. Inc. Fri Jun 121&11:24 2020 Srale = 1:50.6 1$ 14 = axe 11 2x4 II I 3a9 = 3x4 = 1x4 11 3x4 = 13A2 1 20-2-2 274-0 5-0-0 7b-0 6E-2 7.1-14 Plate Offsets (%,Y)= 12:0.1-14,0021,12:0-0-4,Edae) LOADING lest) SPACING- 2-0-0 CSI. DEFL. In (too) Vde0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(L-) -0.09 8.19 >999 240 MT20 2441190 TCDL 15.0 Lumber COL 1.33 BC 0.60 Vert(CT) -0.20 8-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 1.00 Horz(CT) 0.03 6 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1321b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Exoept' 3-11: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-48, 11="-O. 6=0.8-0 Max Horz 2=182(LC 10) Max Uplift 2=230(1_C 12). 11=286(LC 12), 6=257(LC 12) Max Gmv 2=417(LC 21). 11=1720(LC 1), 6=1302(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=25/513, 3-0=1113/429, 4-5=-1091/445, 5-6=-2051/637 BOT CHORD 2-11-4011135, 10-11=401/135, 8-10=472/1803, 6-8=-472/1803 WEBS 3-11=-1580/479, 3.10=257/1314, 4-10=31/299, 5-10=1029/401, 5-8=0/279 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.0psf h=15ft; 8=108ft; L-65ft; eave=7ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-11 to 3-11-5. Interior(1) 3-11-5 to 13-8-0, Exterior(2) 13-8-0 to 19-8-0, Interior(1) 19-8-0 to 29-4-11 zone; cantilever left exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about 8s center. 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 IO.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) o1 truss to bearing plate capable of withstanding 230 Its uplift at joint 2, 286 Ib uplift at joint 11 and 257 Ib uplift at Joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. rEilli No 22839 aw we '.90a . A F .'<%14/ '1i�tCs O R 1 O P-'N p4�901 0NA11' ?:ONl Walter P, Rnn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: June 12,2020 ®WARNING -Verify desho Parmnolers and READ WrE5 ON THIS AND INCLUDED MITER REFERENCE PAGE MII-0473 rev. 10,D3/2015 BEFORE USE. ' Design weal far use oaywAh strain conneaore. This design Is based ony upon parameters shown, and is for on IMINEual balding component, not a has system. Before use, Me building designer must wdy the applicability of design parameters and propedy hoalporate this design Into the overall bulidingdesign. Bracing indicated late prewd bucking df NEMdual rude web andlar chord meralws any. Addltlonallemporaryandpermanembnadng MiTek' Is always required for slab lily and to prevent collapse web passible personal Injury and property damage. Forgenerdl gbdance regaining me fabrkagon,games. delevery.enedlon and CredlN oftmsses anal truss systems, see ANSWRI Duality CNsoda, DBBJI9 and SCSI Building Component gasp parks East BIW. SarorybdormNon a bble hem Tmss Flare In9 0e, 210 N Lee a ma Bole 312, Alexandria, VA22314. Tampa, FL 3Beto Job Truss Truss Type Oty Ply DeMiaroAddition �1.19689 T20456727 A07 HIP 1 1 Job Reference (optional) East Goad Tress, FL Pierce, FL 34946 11 4x8M16SHS = 4x4 = 8.330 s May 6 2020 MRek Industries, Inc Fri Jun 12 15:11:25 2020 Page 1 3x4 _ Axe It 2x4 II 3x4 = 3x4 = 4.4 = 1.4 II 3.4 = qe-q 6-0-0 I 1341-0 114d-0 I 20E-2 27-4-0 12-2 69-14 Scale=1:51.4 Plate Offsets(%,Y)- I2:0-0-4Edge) 12:0-1-140.0-21 f4:0-0-00.1-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdee L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Ved(LL) -0.14 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Ved(CT) -0.25 9-11 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Hoa(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 137 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3.13: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=04-8, 13=0.8-0, 7=0-8-0 Max Hom 2=175(LC 10) Max Uplift 2=246(LC 12), 13=266(LC 12). 7=-261(LC 12) Max Grav 2=442(LC 1), 13=1611(LC 1), 7=1324(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. Ile) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/417, 3-0=1180/499, 4-5=.970/509, 5-6=1169/486, 6-7=2157/778 BOT CHORD 11-12=-162/970, 9.11=-604/1906, 7-9=604/1906 WEBS 3-13=1505/513, 3.12=248/1256, 5-11=-133/252, 6-11=1059/488, 6-9=0297 NOTES. 1) Unbalanced met live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf; BCDL=3.Opsf h=1511; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (directional) and C-C Extenor(2)-2-0-11 to 3.11.5, Ili 3-11-5 to 13-0-0, Exterior(2) 13-M to 22-9-13, Intedor(1) 22-9-13 to 294-1 t zone; Cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its Center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 246 Ib uplift at joint 2, 266 lb uplift at joint 13 and 261 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied direcUy to the bottom chord. ,........... 0 E N gLa- No 22839 9. OF :•4/� '1�0 �F . C p R 1 O p �_��• SS,ONA"� S21111 Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cad S634 6904 Parke Past Bind. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MIF7473 re¢ IOX312015 BEFORE USE. aaaaaa Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an In lMdual bueoing component, not a truss system. Before use, the building designer must verify the appliwbllily of design parameters and property Incorporate this design Into the overall Lwiingdeslgn. Bracing Indicated is to prevent buaeng oflnoMCual truss web andAvebod members ony. Motional temporary and permanent bracing WOW Is always required for stabilfty and to prevent callow wen possible personal Injury and property damage. Forgeneral gudalwe regarding the rabdcetion. storage. daMeryryerediion and lading efbusses and "as Systems, see ANBVrP110uably Cni DSB4i9 and Best Building Component SefotyVdormarbn Seoul plans East BM. modxbkhan Tmss SMainnade,210N.Le &me66uae312,AlexandM.VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition T20456728 J39689 A08 HIP i 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MTek Industries, Ina Fri Jun 1215:11:26 2020 Page 1 ID:kkoUBJOmZEIgOJrfEmHazAldGOFh7Oxfa ITBjxXjOKmwYgRozp2a8e6g2_Bz7_gF I 4x8 = 416 = 3x4 2.4 II 3x4 = side, = 3x4 = 1.4 II 3x4 = 3.8 II 0-BQ 6-0-0 I 11-0-0 16-0-0 I 22-1-10 27-0-0 I 5-0-0 SdO S&10 5-24i Scale=1:51.4 Plate Offsets MY)— (2:0-0-4,Edael,12:0-1-14,0-0-21, 14:0-5-4,0.2-01 LOADING (psq SPACING- 2.0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.45 Vert(LL) -0.08 9-11 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.16 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.62 Harz(CT) 0.03 ' 7 Na rda BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 1391to FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 3-13: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=04-8, 13=0.8-0, 7=0.8-0 Max Hom 2-152(LC 10) Max Uplift 2-240(LC 12), 13=274(LC 12), 7=259(LC 12) Max Grav 2=445(LC 21), 13=1703(LC 1), 7=1306(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=41/524, 3-4=956/472, 4-5=-1226/604, 5-6=-1431/589, 6-7=2224/845 BOT CHORD 2-13=-453/185, 12-13=453/185, 11-12=-150/780, 9-11-683/1989, 7-9=683/1989 WEBS 3-13=1571/500, 3-12-328/1330, 4-12-503/197, 4-11-256/651, 6.11=-814/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Wharf 60mph (3-second gust) Vasd=124mph; TCDL=7,Opsf, BCDL=3.Opsf, h=ISft; Beef 08ft; L=65ft; eave=711; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 3-11-5, Intedor(1) 3-11-5 to 11.0-0, Exterior(2) 11-0-0 to 24-9-13, Interior(1) 24-9-13 to 294-11 zone; cantilever left exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 2401b uplift at joint 2, 27416 uplift at joint 13 and 25916 uplift at joint 7. 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. \G E NSF No 22839 i 0 S �Z �G�tCa OR1OP:N air �ae'SS��NA� �1& Walter P. Ron PE No.22839 MITek USA, Inc. R. Carl 6S34 6904 Parke East Blvd. Tampa R. 33610 Dale: June 12,2020 ®WARNING -Verity Eesr9n p.—ars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE GAGE MII.7473 rev. 1W0312015 BEFORE USE. ' Design veld! for use onlywM MTek® umnecton. This design Is based my upon parameters shown, and is for an IrWividual bugling component, not a trans system. Before use, the building designer must vedfythe appliwbllly of design parameters and properly treatments this design Into the overall bnldinglml,ri. Bracing Indicated into prevent these, oflndlvIduattmss web andror chord members any. AdditbnallemporartandpemlareMbradng MiTek' is alwrys requbed for etabllay and to prevent radial win posnble persmul Injury and property damage. Forgeneml guidance regarding the fabrication. storage. delivery. ememn and bmdM ofbussee and Was systems, see AMSUTPIr Oueary Gironde. OSS49 end SCSI Sending Component 6904 Parke East ay. SarelyinfomreUon avaeabla tram Tmsa Plain mauma, 2te R. bee seen, was alz aexanada, vA2r3ta. Tampa. FL 36610 Job Tau Tnsas Truss Type Dry Ply Derhiaro Addition, �J39689 HIP 1 1 �W7] • Job Reference (optional) buss, kL Fierce, FL 34104b 8,330 a May 6 2020 MTek Industries, Inc. Fri Jun 1215:11:27 2020 scale =1:51A 6.5 = 3x4 = 4x4 — 4 23 24 5 25 26 6 3x4 = 3xB = 3x4 = 3x4 = 3xB = 4x4 = 4x8 11 041-0 6A}D 12-2-0 18-0-0 27d-0 de-0' 5-0-0 1 6-2-0 6-2.0 I 97 1 Plate Offsets (X,Y)— f2:0.1-14 0-0-21 12:0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in floc) DdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(L-) -0.1410-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Ven(CT) .0.3010-21 >858 180 BCLL 0.0 Rep Stress Ina YES WB 0.69 Ha2(CT) 0.04 8 n/a Na BCDL 10.0 Code FBC2017/fP12014 Matrix -AS Weight: 137 lb FT=0% LUMBER. TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 ` WEBS 2x4 SO No.3*Except• 3.13: 2x6 SP No.2 WEDGE Left: 2x4 Be No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-4-8, 13=0-8-0, 8=0-8-0 Max Hom 2=129(LC 11) Max Uplift 2=233(LC 12), 13=282(LC 12), 8=258(LC 12) Max Grav 2=379(LC 21), 13=1774(LC 1).8=1291(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-106/661, 3-4=4/609, 4-5=1029/551, 5-6=1450/658, 6-7=1642/661, 7-8=-2136/876 BOT CHORD 2-13=-564/245, 12-13=128/432, 10-12=343/1273, 8-10=702/1932 WEBS 3-13=-406/318, 4-13=1547/446, 4-12=297/945, 5-12=672/302, 5.10=72/258, 6-10=63/291, 7-10=536/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; h-15ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directions[) and C-C Exterior(2) -2-0-11 to 3-11-5, Interiar(1) 3.11-5 to 9-0-0. Extenor(2) 9-0-0 to 17-5-13. Intedor(1) 17-5-13 to 184-0, Exteriar(2) 184-0 to 26.8-3. Intedor(1) 26.8-3 to 294-11 zone; cantilever left exposed porch left exposed;C-C for members and farces 8 MWFRS far reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about as center. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 7) Provide mechanical Connection (by others) o1 truss to bearing plate Capable of withstanding 233 lb uplift at joint 2, 282 lb uplift at joint 13 and 258 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1W gypsum sheetrock be applied directly to the bottom chord. \I\II1111/�� ER P �lO J V� F/ 'i v�O E N,9 �V 'eo No 22839 :9•• TA OF aa�� ;IC 4 O R\ O SS/ONA� Walter P. Ann PE No.22839 MTek UK Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Oats June 12,2020 ®WARNING- Vedry design parameters and READ NOTES ON THIS AND INCLUDED snTEx REFERENCE PAGE Mh7473 rev. 10,03,7015 BEFORE USE. wwaw e® Design valid for use only with MMw D connecters. This design Is based only upon parameters shown, and is for an individual building component, not pL��, a truss system. Before use, the building designer must ally, the applicability of design parameters and property Incorporate this design Into the 0vemll ��.��•YYY bukringdesign. Bracing indicated is to prowmt Inolding of mWoual Uuss web andlor chord members only. Addgional temporary and permanent basing M!Tek' Is always required for stability end to prevent wdapse with posable personal injury and property damage. For general gulsahhce regarding the fabrication, storage. delivery, election and brooms cleanses arte truss systems, see ANSIMPll Quality awards, DS849 and SCSI aulld/ng Component 6904 Parke East BIM. Sarelyholdneerhon avabbi.tram Truss RMe[nMute,218N.LeeS M.&I.312.M.dda,VAM14. Tampa, FL 36610 Job Truss Truss Typo Oty Ply Dechiaro Addition T20456730 139689 AIOG HIP GIRDER 1 1 a Jab Reference (optional) east uoasl truss, H. Pierce, I-L 34e4a 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:29 2020 Page 1 ID:kkoUBJOmZEIgOJrfEe HarAltlC-FzxpeRZXwg22Bg6OYuTUDAFWFiUOM6aK4vDaWz7_gC -2-0I 1$S20d7I 2 I 271-0 I2$$2 -094 -0-2 4$9 I 239 611 6x8 MISSHS Special Special Sea = 1.4 II 6xe = 5.00 12 4 22 6 23 24 a 7 34 = \ 6x6 = U24 U24 U24 8x1O = V axe =- Tall = U24 U24 U24 U24 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD THIS TRUSS IS NOT SYMMETRIC. MOVEMENT OF THE BEARING. PROPER ORIENTATION IS ESSENTIAL. U24 74 HUS26 U24 g4tq 64)-0 I 11-0.9 I 15 7-0 i 20-0-1 27-0-0 4$13 4$10 7-0O 4x1m = FYs.-1lSIFS[I Plate Oftsets(X,Y)- 12:0-4-9U-1-11115:0-3.80-1-81f7:0-"0-2-12119:0-5-00-1-111111:0-3-00-4-121112:0-0-00-4-81114:0-3.80-0-01115:0300-3-121 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) -0.23 11-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.4211-21 >607 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017TPI2014 Matrix -MS Weight: 1611b FT=0 LUMBER - TOP CHORD 2x4 SP No.t BOT CHORD 2x6 SP No.2'Except' 9.13: 2x6 SP SS WEBS 2x4 SP No.3'Except' 4-15: 2x6 SP No.2, 4-14: 2x4 SP Ne.1, 5-12,7-12: 2x4 SP No.2 REACTIONS. (size) 2=0-4-8, 15=0.", 9=0.8-0 ' Mu Hom 2=107(LC 31) Max Uplift 2=1552(LC 18). 15=1262(LC 8), 9=604(LC 8) Max Grind 2=224(LC 6), 15=6695(LC 1). 9=3126(LC 18) BRACING- TOPCHORD Structural wood sheathing directly applied or 1-9-7 cc purins. BOTCHORD Rigid ceiling directly applied cr3-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.624/3590, 3-4=-676/3966, 4-5=3188/604, 5.6=-5658/1038, 6-7=-5658/1038, 7-8=-6098/1072, 8-9=-6549/1144 BOT CHORD 2-15=32251648, 14-15=-1596/354, 12-14=461/3188, 11-12=869/5670, 9.11=-971/6045 WEBS 3-15=-463/115. 4-15=5785/1122. 4-14=986/5772, 5-14=2043/396, 5-12=514/2945, 6-12=439/129, 7-11-313/1990, 8-11=51Sit 27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Wheat60mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl.. GCpl=0.18: MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 7) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 15521b uplift at joint 2, 12621b uplift at joint 15 and 6041b uplift at joint 9. 9) This truss has large uplift reaction(s) from gravity load Case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions Indicated. 10) Use Simpson Strong -Tie U24 (4-1EdGirder, 2-1Odx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2$0 cc max. starting at 7-0-12 from the left end to 21-34 to connect truss(es) to back lace of bottom chord. 11) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6.1ad Truss, Single Ply Girder) or equivalent at 23-3-4 from the left end to conned truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in Contact with lumber. 13) Hanger(s) or other Connection clericals) shall be provided sufficient to support concentrated load(s) 244111 down and 2501b up at 7-0-0, and 189 lb down and 1131b up al' 8-3-4 on top chord. The design/selection of such connection device(s) is the J�\\P�'If-R......P. `��`` S` • V\.... E :Yti No 22839as s. es 9�: OF :�4/ee tCes 0 R ,•,��5+`S0 ONA� Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 Colkled,'Da`plagEtay design Parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERENCE PAGE A1114473 re¢.101034015 BEFORE USE. Design valid forum oniywith MTekdaconnectars. This design Is based only upon parameters shown, and is form IndiAdual building component, net a truss system. Belem use, the building deslgnermust wri ythe afamica lliy of design parameters and property Incarcerate this deelgn (moth. overall bulliingdeslgn. gigging indicated is to prevent budding oringrvidual trusswe, andlor chord members only. Addnonaltempomyempermanembracing MiTek' is always required 101 stability and to prevent cuAapse with possible personal Injury and property damage. Forgenerel guidance regarong the rmen tlab erection and bmang olUusses end bum syuems,see AN8V7P/1 Duanry CrHeNa, DSB419 endgCaf Bulld/ng Component Tamp Parke Waryinfina Is Saleylnlorm4Uon avalabia ham Thum Role InARNe, 21B N Lee Street, Suite e12 NaxantlN, VAZ231d. Tampa, FL m6610 3561 Job Truss Truss Type Oty Ply DeWiaroAddition T20456730 J39689 A100 HIP GIRDER 1 1 • Jab Reference (optional) East Coast Truss, Ft. Pierre, FL 34946 8.330 s May 62020 MTek Industries, Inc. Fri Jun 12 1511:29 2020 Paget ID:kkoUBJOmZEIgOJrIEmHazAldC-FupeRZANg22Bg6OYuTUDAFVVFiUOM6aK4vDaWz7yC NOTES- 14) In the LOAD CASE(S) section, loads applied to the face of the truss ere noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1,33, Plate Inefease=1.33 Uniform Loads (plf) Vert: 1-0=9Q 4-7=90, 7-10=90, 2-9=20 Concentrated Loads (lb) Vert: 4=138(B) 12=503(1!1) 22-189125=606(B=82) 26=82(8) 27=488(B) 28=503(8) 29=-503(B) 30=503(B) 31=5D3(B) 32=51)3(B) 33=671(B) AWARNING -Vedl r design Paremelen and READ NOTES ON THIS AND INCLUDED Ai REFERENCE PAGE MII-0473 rev. 10/0312015 BEFORE USE. Design vales for use only with MTeM connectors. This design is bash only upon paremmers shown, and is Won individual building settlement, not a lwssysiem. Before use, the building designer must vedfyme applicability of design parameters and pmperlymearpmatelhlsdesign Into theoverall -•Y buidingdeslgn. BmcinglndlcMedlstopmwntbualingdMdMdual Wsswebandlor Nodmembemmy. Additionaltempehisqudpereanentlening MiTele Is always required for debility and to prevent caused who possible personal Injury and property damage. Forgenemtguldanceregardingthe labdragan, domge, tleMery erection and bretlng of WssesaM Wss sydems,sea ANSUIP11 Quality Cdrede, DSi and SCSI Building compensate Sayetyleferadon 6904 Pane East BIM. evagary'bhorn Tmss Plate Ins e.218N.Lea Street,SWe3t2,AleaandrM,VA22314. Tanga. FL=10 Job Truss Truss Type Chi Ply DechdroAddition T20456737 139689 B01G Roof Special Girder 1 1 a Job Reference National) East Coast Truss, Ft Pierce, FL 34946 8.330 s May 62020 MITex IMUSmes, InC. vn JUn 121J:31:3U zwu vage l ID:kkoUBJOmZE19DJrfEewHarA d(C-9VBma9eDpvgLFlyFPil OiXB2BCIrykvkem7yz7_gB -2.0-0 2-0B S-0-0 10" _ 2.00 1 29 1 3.0-0 I 5-0-0 il aVava, 2x4 II Soale =1:22.9 LOADING (psQ TCLL 30.0 TCDL 15.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Ina NO Code FBC20177rP12014 CSI. TC 0.49 BC 0.45 WB 0.69 Matrix -MS DEFL. in Ven(LL) -0.06 Vert(CT) -0.10 Ho=(CT) 0.02 (too) Udell Ud 7 >999 240 6-7 >999 180 6 Na Na PLATES MT20 WeighC511b GRIP 244/190 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 cc pur ins, BOT CHORD 2x4 SP No.2 except end verOcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Ho¢ 2=151(LC 8) Max Uplift 6=100(LC 8), 2=214(LC 8) Max Gmv 6=516(LC 28), 2=733(LC 28) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-964/202, 3-4=13911179 BOT CHORD 2-8=243/885, 7-8=248/893, 6.7=-259/1431 WEBS 3.7=1861722,4-6=1408/253 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; Bet08ft; 1 eave=7ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. Plates ra or minus 0 degree rotation plus 4) This truss has been designed for a 110. psf bottom chard live load nonconcunent with any other live loads. P /C�� I/ 5) -This truss has been designed for a live load of 10.0psf on the bottom chord In ell areas where a rectangle 3-6.0 tall by 2-0-0 wide ,`,��p`�len • • /le rd between the bottom chord and any other members. ,� C IzIV ; •�,� SF•'.• will �� 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate apable of withstanding 1001b uplift at joint 6 and 2141b uplift at N0 22838 •,* joint 2. Z 7t; 8) Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 241-4 from the left end to contract truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger Is in contact with lumber. ;• 0 F ' (V 10) Hanger(s) or other connection device(s) shall be Provided sufficient to support concentrated load(s) 96 Ib down and 72 Ib up at 0 .• ((/ 2-0-0, and 63111 down and 341b up at 2-11( on top chord, and 54Is down and 10316 up at 2-0-0 on bottom chord. The •,�/��tS • O R 1 O P•,��_,`� design/selection of such connection devices is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). .. t /////SRO N LOAD CASE(S) Standard ",\%%,, 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Walter P. Pon PE No2839 Uniform Loads (pit) MITek BSA, Inc. FL Cert 6634 Vert: 1-3=90, 3-4=90, 4-5=90, 6-9=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (Ib) Dam Vert: 3=43(F) 8=50(F) 13=18(F) June 12,2020 ®WARNING-Vedfydeslgnpafamelen and READ NO rES ON THIS AND INCLUDED MITER REFERENCE PAGE 111119473me 1010312015 BEFORE USE. DoiDesign ntid for use anises, Wind, connectors. The design Is based ends upon parameters shown, and Is (man IntlMdual building eamponed, not a Wss system Before e use,,building designerreadvarly Me appticzbftiry of design parameters and pmperly Incorporate Ma vera da design into Me oll building design. Bradnglydicated is to provenlbuddingaf,emdualtmss web andeMod membenmry. AddYonel temporery end pemwneN tinting MiTek' Is always required forstabllity and to prevent wllapsewfth possible personal injury and property damage. Fargomralguidanceregading,e fabrication, noage,deliavvereetidn and bracing o/Wsses ell Wsssystems,sea ANSWRI Quality Ctlreda, W849 and SCSI Building Component 6904 Parke East BIW. Sererylnformmion awillabde Wm Truss Plate Institute,218 N. Lee Street, Suite 312, Alexandrle, VA 22314. Tampa. FL 36510 Job Truss Truss Type Oy Ply Dechiand Addition T20456732 139689 B02 Roof Special 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MITek Industries, Ina Fri Jun 12 15:11:312020 2x4 11 5 scale =1:Z!S LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Ina YES Code FBC2017lfP12014 CS'. TC 0.37 BC 0.29 WB OA8 Mehl DEFL. in Vert(LL) -0.03 Vert(CT) -0.06 Horz(CT) 0.01 (loc) Wall L/d 6-7 e999 240 6-7 >999 180 6 nfa nia PLATES GRIP MT20 2441190 Weight: 491b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=11vlechanical Max Horz 2=151(LC 12) Max Uplift 2=161(LC 12), 6=85(LC 12) Max Gmv 2=746(LC 1).6=523(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=858/274, 3-4=737/284 BOTCHORD 2-7=3541735, 6.7=2861610 WEBS 4-6=-685/328 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL-3.Opsf; h-15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 7-0-0, Intedar(1) 7-0-0 to 9.10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL-1.60 6%1111111111,, 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a or minus 0 degree rotation about its center. \\\ P plus ,\\` �,JER P •' �ti'�� 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. ' the bottom in 3-6-0 tail by 2-0-0 �\\ V •' E N ' S4CC'•• �� 5) This truss has been designed for a live load of 10.Opsf an chord all areas where a rectangle wide �� ; V� will fit between the bottom chord and any other members. NO 22839 ea 6)Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb upfift at joint 2 and 85 Illuplift at ea * ! •; joint 6. 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. AT49 O F (V �Z '�O�F'.GOp1OP•�� Walter P. Rnn PE No.22839 MiTek USA, Inc. R. Cart 6634 6904 Parke East Bind. Tampa R. 33610 Dale: June 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJ473 rev. 10/03a015 BEFORE USE. Design valid for use.nywih MTeMoomecies. We design is based only upon parameters ehevm, and is fman irMiNdual Wilting component, no ��• a Muse, studio. Before use, the buddng designer Mud verey the appG4abiffy of design parameters and properly incorporate Mrs design into Me overall bulfingdesgn. BraohgiMiWa istoprwantb ingofhdMal Wsswebw&w MoNmem mmly. AddlanaltempMayandpermmembroling MiTelf Is sheave required for atatelliy, and to pravand coupes wiOM possible personal inlay and property damage. For garerad guldatce regaining he fabnomon,storage, deria.%ry mendlon and beading of lasses and Was systems,see ANSUNI Duality Cdteda, DS"9 and SCSI Building Component DNA Parke East BIM. — Sabylnformaflan eVereE1. from TrussFla. Institute. 218 N. Lee street. Suit. 312. A mourdre. VA=314. Tampa, FL 36810 Job Truss Truss Type Qty Ply Dechiaro Addition T20g56733 139689 803 Roof Special 2 1 • Jab Reference (optional) Cass Goass bliss, PL rumors. rL J91140 8.330 s May 5 2U2U MiTek Industries, Inc. Fri Jun 12 15:11:32 2020 Page 1 nZEIgOJr(E"HazAldC-gYdyGTcQAg3weOg3gRB6roftsuTON00271Bm7_99 2x4 II 4x6 = 4x4 = 5 Stale-123.1 Plate Offsets (X,Y)— (2:D-0.2.0-0-01 LOADING (psf) SPACING- 241-0 CSI. DEFL. in (roc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Ven(LL) -0.04 7-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Ven(CT) -0.08 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.18 Hoa(CT) 0.01 6 n/a fire BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 501to FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=Mechanical Max Hom 2=151(LC 12) Max Uplift 2=161(LC 12), 6=85(LC 12) Max Grav 2=746(LC 1), 6=523(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All farces 250 (Ila) or less except when shown. TOP CHORD 23=-693/208, 33=545/252 BOTCHORD 2-7=-289/556 WEBS 4-7=-277/512, 4-6=-504/246 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; 8=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -2-0-11 to 3-11-5. Interior(1) 3-11-5 to 6-", Eatedor(2) 6-0-0 to 9-0-0. Imerior(1) 9." to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any otherlive loads. 5) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.64 tall by 2-0.0 wide will fit between the bottom chard 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 161 Ib uplift at joint 2 and 85 lb uplift at joint 6. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chard and 1/2' gypsum sheetrock be applied directly to the bottom chord. ,,1111111II/11,,�' ,`��`P�(ER P. Rj �eiii No 22839 *: :* we XZ 90: A F :��[/ 11111111110 Walter P. Pon PE No.22839 MRek USA, Ins FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING -Venly design parameters and READ NOTES ON TNISAND INCLUDED MITEK REFERENCE PAGE MLLI473 rev. 1010312015 BEFORE USE. Design valid foruse onlywiN MTek®connectors. This design Is based only upon parameters and ds, and Is for an individual building cAmponeM, not a was system. Boxes use, the building designer must vedlythe applicability of design parameters and property Incorporate Nis design Into the overall buidingdeslgn. Sitting mortared istoprevent We ingoflncMdualtrusswebandiorchoolmembersonly. Adddionaltemporary and permanent trading WOW b ahvwsrequUedfor stability entl to prevent weapsa w9h posdbte personal lyury and pmPeM tlamaga. Forgerimilgudancaregardirg Ne IabdcaBdn. Stgrage,delivery,eredionandbredrgofbusses mdduss syalems,see ANSUTPII Deadly Cn'teda, DSSA9 and SCSI Budding component 6904 Parka East law. SAoylnfwmerfon avallableh Tmss RgelnsNNa,218N.t Street,Suae312,Al wdM.VA22d14. Tampa. FL MID Job Truss Truss Type Ory Ply DechiaroAddition T20456734 J39689 Bad Half Hip 2 1 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 6.330 s May 6 2020 MTek Industries, Inc. Fri Jun 1215:11:32 2020 Page 1 ID:kkoUBJOmZEIgOJrIE"HazAldCgYdyGTcOAg3meOg3gRB6ran6smDrEO0271Bm7_g9 -2-0-0 S-0 o 10a)-0 2-0-0 I S-0 2-0-0 4xe M1aSHS = I 3.4 = Scale=1:25.8 Plate Offsets (%Y)— f3:0-" 0.2-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.13 6-9 >900 240 MT20 244/190 TCDL 15.0 Lumber COL 1.33 BC 0.57 Vert(CT) -0.25 6-9 >480 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES We 0.29 Hoz(CT) 0.00 5 Na nta BCDL 10.0 Code FBC2017/TPI2014 Malrfx-AS Weight: 48 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=169(LC 12) Max Uplift 5=91(LC 12), 2=155(LC 12) Max Grav 5=523(LC 1).2=746(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-5241143. 34=354/217, 4-5=-632/361 BOTCHORD 2-6=234/373 WEBS 3-6=454/389, 4.6=499811 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=7.Opsh BCDL=3.Opsf; h=15ft; 8=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and G-C Extedor(2)-2-0-11 to 3-11-5, Interior(1) 3-11-5 to 8-M, Exte lor(2) 8-0-0 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 6) ' This truss has been designed for a live load of IO.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 5 and 155 to uplift at joint 2. 9) This truss design requires that a minimum of 7116' structural Wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. P�(ER �P,, %Y is No 22839 �% Wafter P. Him PE No.22839 Mrrek USA, Inc. R. Cart 6634 69M Parke East Bad. Tampa FL 33610 Data: June 12,2020 ®WARNING -Verity design parameters and REAO NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47423ne, 10/03/2016 BEFORE USE. Design who! brow onywbh MmeleIDervinedo s.leis design Is based only Wan Parameters shown, and is bran iMieclual bulling component. not �' truss system Before use, No housing designer must verify the appYca oly of design parameters and propertybcarporaa Me deep into be oveng buldingdesign. among Instigated is to prevent backing of lndiMdial truss web and/or Nand members any. Atltldional tertyoreryaM permanent baring M!Tek' is always ree uired for stability andto prevent cusapse with possible personal Injury and property damage. Forgener4l putlarg I re8adirg the febballon,Storage, deWery, eredlon and trading extrusses and lass sysioms, see AWMIIguagryeme4e,DSB49end BCS1Bu/ldfng Component 6904 Parke East Blvd. Sabrytndfamu ton available from Trues Flare InsOule, 2fe N. Lea Sired, Buga 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechlara Addition T20456735 131689 B05 Roof Special 1 1 Job Reference (optional) truss, m. rierce, FL 441146 8.330 s May 6 2020 MTek Indusldes, Inc. Fri Jun 12 15:11:33 2020 4x4 = 3x4 II xxa = 3x4 = Seale-1:22.8 Plate Offsets (X Y)— [2:0-0-10 Edge) [7:Edee 0-1-81 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (hoc) Well L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.51 Ved(LL) -0.03 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.28 Vert(CT) -0.07 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Hoa(CT) 0.01 7 ma me BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 51111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=139(LC 12) Max Uplift 7=-81(LC 12), 2=165(LC 12) Max Grav 7=523(LC 1), 2=746(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -AU forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-866/296, 34=744/305, 6-7=-258/104 BOTCHORD 2.9=.354/741, 8-9=279/598 WEBS 4-8=-656/315 BRACING- TOPCHORD Structural wood sheathing directly applied, except end vericals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; B=108R; L=65ft; eave=7ft; Cal. II; Exit B; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-2-0-11 to 7-0-0, Intedor(1) 7-0-0 to 9.0-0, Exterior(2) 9-0-0 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chard 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 81 Ib uplift at joint 7 and 165 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,,11111111111'ria J`` (ERRRj14P `�`�1� \GEN,9 L�L�10: No 22839 ee p: - It ��• SIONA, 10%�,♦ Walter P. Finn PE No.22839 MITek USA. Inc. R. Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Bete: June 12,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EH REFERENCE PAGE ran 7473Is, 1010312015 BEFORE USE. seedea Design valid for use only with MnekW cconeotors. This design Is based any upon parameters shorn, and Is for an idMictual building component, not �� 1 a Ross system. Before use, Me building designer must very the appliwbllity of design parameters and properly lncorporme rub design into the overall ��.��• bulkingdeeige. Bmcingindi=edistoprewMbuck getindMdualtmsswebandlarNodmembemony. Add'nchudomporeryandpemlanembracing WOW is charge required for stablliy and to prevent co9apsewhh possible persged injury and properly damage. ForgenerApkaooeregarding0e fabdw4an.gage.delver,eremion and bidding MVuesea ark bse uss systems, ANSUIPI1 Dueltty Crttada, DSBA9 and SCSI Building Component Sayatylnlerm gars aw0abk frem Truss Fate Insiame, 210 N Lea Sbael. Suite 312, Alexandra, VA22414. 6904 Parke East Blw. Tampa, FL 36610 Job Truss Truss Type Oty Ply DerJtiaro Addition T20456736 J39689 B06G Roof Special Girder 1 1 Job Reference o tional Fast Coast Truss, Ft. Pierce, FL 34946 8.330 s May 62020 MITek Industries, Ine. Fn Jun 1215:11:34 2020 Page 1 ID:kkoUBJOMZEIgOJCEewHa2AICCo kingdgiSJKByY3B5TfBG1DsgW4hkBJTMc_Gjz7_g7 22-0I 7-0O -0I 2-01 2-03-0-0 3-0 ii LOADING (pat) SPACING- 2-M TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=1ilechanical, 2-0.8-0 Max Ho¢ 2=109(LC 8) Max Uplift 7=-133(LC 5), 2=243(LC 8) Max Gray 7=707(LC 36), 2=823(LC 36) Special 4x4 = Special 3x4 = 14 6 Scale = 1:22.B CSI. DEFL. in (too) Udell L/d PLATES GRIP TC 0.44 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 BC 0.52 Ved(CT) -0.08 8-9 >999 180 WB 0.32 Horz(CT) 0.02 7 n/a n/a Matrix -MS Weight: 50 lb FT=0% BRACING. TOP CHORD Structural wood sheathing directly applied ors-3-7 cc purlins, except end veNcals. BOTCHORD Rigid ceiling directly applied or 9-9.2 cc bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1241/282, 34=-1160/271, 4-5=925/170, 5-6=-851/163, 6-7=661/139 BOTCHORD 2-9=-286/1110,8-9=-367/1720 WEBS 3.9=-61/283,4-9=680/118,4-8=948/219, 6-8=185/968 NOTES- 1) Unbalanced root live loads have been considered forthls design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.OpsY h=15ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 list bottom chord live load nonconcumenl with any other live loads. 6) • This truss has been designed for a live load of I O.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 133 lb uplift at joint 7 and 2431b uplift at joint 2. 9) Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-1.8 cc max. starting at 2-114 from the left end to 9-0-12 to conned truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger Is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 IS down and 721b up at 2-0-0, 75 lb down and 41 Ib up at 2-114, and 178 lb down and 126 lb up at 7-M, and 941b down and 53 lb up at 9-0-12 on top chord, and 54 lb down and 103111 up at 2-0-0, and 191 to down and 45 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-3=90, 34=90, 4-5=90, 5.6=90, 7-10=20 %�P�.. G E N1��Fi�y,,i .-\ i No 22839 90: A F P, �•• Walter P. Flnn PE Ne.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: June 12,2020 ® WARNING -vents design pammenns and READ NOTES ON This AND INCLUDED AUTEX REFERENCE PAGE 11111-7473 1— 1WO312015 BEFORE USE. Design said roruse ontywilh MTek®oonnectom. This design is based only upon parameters shown, and Is ratan IMlvidual bugNng component, not a Wss system Before use, the building designermu rt verily die appgpbirdy of design parameers and properly Mosporda mis design into Iheowren onsdingdesign. Bracing Indicated is to prevent buckling ofindhtdual Wss web anwardiond members any. AMdMnMtemporawaMpermmemb mg MiTek- Is aMaye required for sobildy and to prevent ooeapse wah possible personal Injury and property damage. Forgeneral guidance regardilp the fabrication, staregg0, deliveryry arsdion and bradng ottmsses and truss systems, see ANSI?P/s dually Grand,DS949 and SCSI Building Companions 6904 Parka East BW. Safeylnrarmadon avail. le from Truss Plate Inslkum, 218 N. Lee St.M, Sue.312, Alavandda, VA 22314. Tampa. FL M10 Jab Tnsss Truss Type Dry Ply DechiaroAddition T20456736 J39689 BDGG Roof Special Girder 1 1 Jab Reference (optional) Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=43(B) 5=-38(B) 9=50(B) 8=103(B) 13=-7(B) 14=48(B) 15=68(B) 16=22(B) 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 16.11:342020 Page 2 ID:kkoUBJOmZEIgOJrfE"Ha7AIGC-cAh9dgiSJKByY3B5TfBGtDsgW4hkBJTMc_Gjz7_g7 ®WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M119473 rev. 1010312015 BEFORE USE. Design valid forum only warn Mdek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, net a buss system. Before use, the building designer must vady Me appl o bully of design parameters and property Incorporate this design Into the overall buiWingdeslgn. among Indicated is to prevent bustling ofmcMdualtruss web andforchi members only. AddiiiOnal temporary and permanent bracing MiTek' Is aware required for sbbmry and W prevent collapse won possible personal Injury and property damage. Forgemdal gudance regaming me labdna9on, riore0e, tl01iveryry 0(eegOn Brld ERWgINWeaes BfNVW98ySIema, 9e0 ANSYTAI Quality Crouse, DSB49 and BCSl Building Component Sa/oylnl0rmadon 6904 Parke Fast BNd. wage bfrom Trussplate Insidule,218&1 street,Slide312,Rl dda,VA=14. Tampa.R 36610 Job Truss Truss Type pry Ply Dechiaro Addition T20456737 J39689 C01G Hell Hip Girder 1 1 Job Reference (optional) Imes, Ft. Pierce, rL MV4b 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15.11:35 2020 Scale=1:34.3 special 44 = Special 13 Special r Special Spood 3x4 = Special 3x8 14 5 15 19 17 6 axis = '•^ — au — aw.'a HS special U24 U24 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Bdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.87 Ve an -0.13 8-9 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.25 8-9 >857 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.06 7 n1a n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 911b FT=0 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 'Except* TOPCHORD Structural wood sheathing directly applied or 2-5-6 Oc punins, 46: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 8-0-1 oc bracing. WEBS 2x4 SP No.3 *Except' ' 5-9,6.B: 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Hom 2=154(LC 8) Max Uplift 7=347(LC 8), 2=340(LC 8) Max Gran, 7=2233(LC 1), 2=1891(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3713/526, 34=-3409/502, 4-5=3142/484, 5.6=-2852/447, 6-7=-2064/384 BOT CHORD 2.9=-544/3366,8-9=447/2852 WEBS 3-9=388/158,4.9=0/573, 5.9=-43/338,5-8=1266/333,6-8=-502/3196 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; 8=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss Connections. 9) Provide mechanical connection (by others) of truss to beating plate Capable of withstanding 347 lb uplift at joint 7 and 3401b uplift at joint 2. 10) Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dxl 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oC max. starting at 9-0-12 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in Contact with lumber. 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 320 lb down and 212 lb up at 7-0.0, 176 lb down and 105 lb up at 9.0-12. 1881b down and 113 Is up at 11-0-12, 188 lb down and 1131b up at 13-0-12, and 188 lb down and 113lb up at 15-0-12, and 212 lb dawn and 104 lb up at 17-0-12 on lop chord, and 429 lb down and 65 to up at 7-0-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 11,0111111111/,,/ ER P i� J �� ' F/ Ii ........... 0 E N S�;.Lti i4:- No 22839 aw •,�611 /ONA' ��ili Walter P. Ran PE No22839 MITek USA, Inc. R. Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verily deafyn parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03Q015 BEFORE USE. ' Design valid (orusa anlyweh M r.M.onnecton.This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, 0e building designer must verify 0e eppllaabllhy of design pmamoters and propaM Inamparda this resign Into the avemll buildingdesign. BrsGng included Isla prevent bucking Mindlvldualtrum web andlor Uosd members only. Addiyonaltemponryandp9someMbracing MiTek' Is always required for subsidy and to prevent collapse web possible personal Injury and property damage. Forgeneml guban a regarding the faMrallan, namga, deuvery,orecti4n and bntlngMWssea erM Wss ayslems,sea ANSIM11 Quality Cdrens, DS"9 and BCSI BulIAng Component moat Parke Fall BM1U. Sefetylnformagon avaeableawn Trues Rafe InsMute,21aN.LeeE M,Butte312,9exandda,VA22314. Tampa, FL 36610 Job Tress Truss Type Dry Ply Dechiard Addition T20456737 139689 C07G Hatt Hip Girder 1 1 Job Reference D tional East Coast Truss, FL Pterce, FL 34946 8,330 s May 6 2020 MTek Industries, Inc. Fri Jun 1215:11:36 2020 Page 2 ID: kkoUBJOmZEIgOJrfE"HarAldC-YJsT6gfwD3Z2OGi51W W/Hhy577_9Z9ug54K=7_g5 LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 4-6=90, 7-10=20 Concentrated Loads (Ib) Vert: 4=250(F) 9=429 fl 13=176(F) 14-188(F) 15=188(F) 16=188(F) 17=212(F)18=-68(F) 19=77(F) 20=77(F) 21=77(F) 22=-82(F) ®WARNING-Verif,anal, parameters and READ NOTES ON THIS AND INCLUDED MREN REFERENCE PAGE MlId473 rev. f0/W015 BEFORE USE. Design valid for use onlywlm MRekm connectors. The design is based only upon paremmms shown, and Is bran Individual building component, net a truss system. Before use, the Wising designer must verily the applicability of design parameters and properly incorpaReb this design into the avmall buiidingdosgn. BmcinglWiWedistopmantbudngofMdiNdualtmsswebanCorrommembemonly. Alditionalmaporaryen'endruentbracing M!Tek' Ia always requbed far stability croon prevent meapee wbh possible pmcoml injury antl property damage. For general guidance Regarding rue Wheaton, Storage. delivery, erection and beading ofbusees and muss systems. we ANSUTP/1 Duality CdteN, DS949 and BCSl Building Component 6901 parks Bail BNd. SmodylIl.Anartlon a.bblefmm Tmss ReN tna ..218M4 SbmX ft.31ZAlexandrla,VAM14. Tamea,FL 36610 Job Truss Truss Type \ Oty Ply Dechiaro Addition T20456738 J39689 CO2 Hal/Hip 1 1 Job Reference (optional) Last Goast I rugs, Ft. Pierce, FL 34945 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 1215:11:36 2020 Page 1 ID:kkoUBJOmZEIgOJrIE"HarAldC-YJsT6g1wD322OGiSI W7HhyYVr8YSX.g54K=7_g5 -2-0-0 49-14 9-0-0 12-39 17-e-0 2-0-0 I 49.11 4-2-2 I 3-&9 I 410.7 1 4x4 = U4 = 5 Scale=1:32.9 2.4 II 3.4 = one Plate Offsets (X.Y)- 12:0-0-10,Edgel LOADING Ups!) SPACING- 2-0-0 CSI. DEFL. In (too) BdeO Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) -0.11 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) .0.23 8.11 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matmi-AS Weight: 90111 FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 7=11ifechanical Max Horz 2=184(LC 12) Max Uplift 2=-219(LC 12), 7=152(LC 12) Max Grad 2=1160(LC 1). 7=953(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1810/665, 3-4=1309/442, 4-5=1138/453 BOTCHORD 2-8=-779/1631, 7-8=369/887 WEBS 3.8=-545/356, 5-8=121/371, 5.7=.1088/465 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCOL-7.Opsh BCDL=3.Opsf; h=15ft; 8=10811; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 3-11-5, Interior(1) 3-11-5 to 9-M, Extenor(2) 9-0-0 to 17-6-4 zone;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrtent with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will IN between the bottom chord and any other members. 7) Refer to girder(s) for truss to buss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2191b uplift at joint 2 and 152 Ib uplift at joint 7. 9) This truss design requires that a minimum of 7/1 V'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,1111111111/1/1' No 22839 9 A F .4u S1ONA11 ��, Water P. Rnn PE N02839 MITek USA, Inc. R Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: June 12,2020 ®WARNING -Verily design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF 7473 mv. W0312015 BEFORE USE. valid for use ontyweh MTek®connecturs. This design Is based only upon parameters shaven, and Is for an Im lWduN building Component, not ISO'Design s truss system. Be/ore use, the bulging designer must verify the appOmbllly or design parameters and properly Incorporate the design Into the overall buikingdesign. Bracing lndicaled is to prevent buckling or NdlAduattmss web andlor chard members limy. Additional temparay and pemlanent swing MiTek- Isakvaysrequired for stablldy and to prevent Cogapsewhh possible personal lNury and propedy damage. Fergeneralguldanceregardingthe fabdraaan, Marzge,delivery,ereakn and bratlng of WssesaM buss ryGems, see ANSgrPll QualNy Creeds, DSB4t9 antl BCSI BdIWfng Companone 691 Parke East DWI. Salefylmrormeflea a.nblearum TNss Rate InSkdt,21e N.Lee3 M.Suee312,9.dM,VA22314. Tampa, FL MID Job Truss Truss Type city Ply ech Diaro Addition T20456739 139669 CO3 TTIC 1 t Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 12 15:11:37 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HazA]dC-0VQrJAfY Nhv70HesDlMpvVbdtWUuOjm9Kret2z7_g4 11-1.3 -2.0.a 430 J-fO4 &Wfi H-Oa fb1-12 IT4-a 20.a b3-O N-4 21-1 1.0.110. -J 3.0.9 34a Scala=133.5 to N = 3x4 = 5.00 12 ix4 C 41A its 4x8M1BSHS = 3x4 = 4x8 = 1.4 II 4a4 6 18 17 18 6 7 3x8 i ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE axe = 3x4 II 7-10-4 1t-0-0 tat-tz n4-o 7-104 I 3-1-12 I 3-1-12 I 38-4 t Plata Offsets KY)-. [2:0-1-13,0-0-41,[4:0-1-6,0-2-01,15:0-3-0,0.2-41,19:03-0.0-4-01 LOADING (psQ SPACING. 2-0-0 CSI. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.99 Vert(LL) -0.31 10-13 -681 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.6510-13 >324 180 M18SHS 2441190 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(CT) 0.02 8 n/a ma BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Affic -0.15 9-10 493 360 Weight: 109 lb FT=0 LUMBER - TOP CHORD 20 SP, No.1 *Except* 5-7: 2x4 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP NDS REACTIONS. (sae) 8=Mechanical, 2=03-0 Max Horz 2=214(LC 12) Max Uplift 8=36(LC 12), 2=140(LC 12) Max Grev 8=1205(LC 18), 2=1286(LC 18) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shaven. TOP CHORD 2-3-2151/427, 3-4-1378/155, 4-5=1217/228, 5-6=1151/250, 6-7-1151/250, 7-8=1594/379 BOTCHORD 2-10=-634/2057,9-10=-250/1151 WEBS 3-10=-987/418, 6-9=-563/177, 7-9=423/1954 NOTES- 1) Wind: ASCE 7-10; Vult=i60mph (3second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.OpsF h-1511; Beef 08ft; L=65ft; eave=7ft; Cat 11; Exb B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 4-0.11. Interior(1) 4-0-11 to 1140-0, Extedor(2) 11-0-0 to 17-6.4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 120.01b AC unit load placed on the top chord, I I-0-0 from left end, supported at two points, 5-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 IO.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4.5, 5.6 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psQ applied only to room. 9-10 10) Refer to girder(s) for truss to truss Connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift At joint 8 and 140 lb uplift at joint 2. 12) This truss design requires that a minimum of 7116" structural wootl sheathing be applied directly to the top chard and 112" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. I No 22839 ;1ZZ 4U 81111111110 Waiter P. High PE No.22839 MITek USA, Inc. EL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING Vetlly design panmelers and READ NOTE50N rids AND INCLUDED MITEK REFERENCE PAGE MII-0473 rev. 10ION2015 BEFORE USE. aaaaa Deslgnvalidtruseonywfth MTeMcmne om.Thudesignisbase)onlyuponpmmelenmown,andisloran M!i dualbu8dmgmmponenLrid ��' a Wusystem Beforeuse,thebuckingdesignermuSty fytbeapp9WbildyofdesignparametersendpmpedyinmWWo Nisdeugn Wotheowcan buikingdesign. among Indicated is to prevent bucking of individual Wss web endlor NON members oily. Addslonaltempomryandpwaanembmoing WOW Is always required for stabtiy and to prevent m0apw wM possible personal injury and property damage. For gammal gukance regard" Me fabrication. storage. delivery;eedion and bracing oftmsses and trusssyuems,see ANSVIR11 Quality Criteria, OSB49 and BCSI Building component 6904 Parke East BM. Sareylnformmlun available from Tmas Plata ImAdule, 218 N. Lee Street, Suge 3iZ A!asmcna, VA22314. Tampa, FL 36610 Job Truss Trues Type Oy Ply Dechiaro Addition T20456740 J39689 C04 ATTIC 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s May 6 202D MTek Industries, Inc. Fri Jun 12 15.11:38 2020 Page 1 3JrIEmHazAMC-Uh DXWgMgpmdZsgQxYbM62p7HpydOpvO aBPVz7_g3 4x4 = 1.4 II Scale=1:35.2 4x4 = 5.00 12 6 20 7 8 2x4 n em = — 7.104 14-1-12 1]A-0 I 7-10 4 8.3-8 I 3fi4 Plate Offsets MY)— 12:0-0-13,0-1-31,13:0.3-O,Edge1 19:Edae,0.3-81 I10:0.3-00-4-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Ved(LL) -0.49 11-16 >426 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vea(CT) -1.0311-16 >205 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.99 Hom(CT) 0.03 9 DIG n1a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Attic -0.23 10-11 328 360 Weight: 106 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOTCHORD Rigid ceiling directly applied. BOTCHORD 2x6 SP SS WEBS 1Row at midpt 8-9 WEBS 2x4 SP No.3*Except• 7-10: 2x4 SP No.1. 5-13: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 2=0.8-0 Max Holz 2=245(LC 12) Mix Uplift 9=-44(LC 12), 2=131(LC 12) Max Grav 9=1222(LC 18), 2=1290(LC 18) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(I1g) or less except when shown. TOP CHORD 2-0=1382/BO, 4-5=1297/214, 6-6=494/31, 6-7=470/66, 7-8=1076242, 8-9=1731/422 BOTCHORD 2-11=281/1207, 10-11=-281/1207 WEBS 4-11=-375/221, 10.13=488/180, 7-13=667/232, 8-10=462/2056, 5-14=787/224, 13.14=-737215, 6-14=60/333 NO PASCE Unbalanced shave been ldered 1design.,•�� 1 ,s 7-10; Vult-60mph (&secondgust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; h=15ft; B=108f; L=65f; eave=7tt; ..p� \CEN 8IFCat. i ll;ExpB;Encl., GCpi=0.18; MWFRS(directiona)end C-C Exterior2)-2-0-11 to3-11-5,Interor(1)3-11-5to 13-0-0,Extedor(2) 13-0-0 to 17b4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) 120.011b AC unit load placed on the top chord, 1 t-0-0 from left end, supported at two points, 5-0-0 apart. No 22839 •; 4) Provide adequate drainage to prevent water ponding. * ; 5) All plates are MT20 plates unless otherwise Indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This thlss has been designed fora 10.0 psf bottom chord live load nonconctirenl with any other live loads. 9 •� $ •• 8) ' This truss has been designed fora live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0wide �� 0 •• • %; will fit between the bottom chord and any other members. T •• Q` �� OR I �.``��,�� 9) Ceiling dead load (5.0 psQ in member(s). 45, 5.14, 1&14 �(� • ....... 10) Bottom chord live load (30.0 psQ and additional bottom chord dead load (5.0 psQ applied only to room. 10.11 I� S.Y �\ ��% ��g881N A„11,�� for trussb 12) Provide mechanicalconnectiooothers of truss to bearing late Capable o1 withstanding 44IS uplift at joint 9 and 131 Ib uplift at (Y ) 9 P9 P 1 P joint 2. Walter P. Firm PE Ni.22839 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MBek USA, Inc. FL Cert 6634 sheetmck be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa R.33610 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date. June 12,2020 ®WARNING.Verdyda5iga parnnelo® and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI67411 rev. 10/03/2015 BEFORE USE. �■ Dealgn valid far use only wit Weise connectors. Ties design Is based dny, upon parameters shown, and is On an Individual buJNlg Component. Gat p` a truss system. Before use, We buiding designer most verily me applicability of design parameters and property eco"mi a this design intolbe overall buildingdespn. Brazing indicated is to prevent Consul ofhdm'dual Imes web mayor dmrd member sly. AtldMnnal lam{wlery ana pertnaned bazJng MiTeW Is always required for stabliy and to i mwM mnapse wMh possible personal injury and property damage. Forgeneral guldame regarding the labricatlon,smrage,deliveryry election and bridlingoftNeees and truss systems. see ANSUTPII dustily Emeralds,DSBA9 end BCSl Building Component 6904 Parke East BW. SaNly InbrmNon evaille from Truss Plate Institute, 21e N. Lee Street, Suhe 312, Alexandria, VA22314. Tampa, FL 361310 Job Truss Truss Type Dty Ply Dean.roAddition T20456791 J39669 C05 ATTIC 1 1 Jab Reference o tional Truss. Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries. Inc Fri Jun 12 15:11:39 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HarAldC-mYbkshpW xdFjRlze3quKazFhBsMta2delCm7_g2 -2-00-0 7-01 9.11-5 11-14 l0I92 1--12 7d 27-1" 2.1-1 1-1-14 0612 1 �1 kh�H 18 4xe i 2x4 = 5 1x4 1120 1g ATTIC SPACE SHOWN IS AS UNINHABITABLE 4xIOM18SHS= 2x4 II 5.00 12 4x4 = 44 = Soole=1:40.1 6 4x4 = 7 3.4 I 1x4 It 4x4 II 10 9 64 = 2x4 11 7-10-0 141-12 15-11-12 173-0 7-70-0 I 6-3-8 1-104g I 18, Plate Offsets (X Y)- (2:0-0-5 0-0-15j 15:0-3-0 Edge) 110:0-3-0 0-0-01 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Ved(LL) -0.3711-17 -561 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.7811-17 -271 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES We 0.89 Horz(CT) 0.02 9 We rda BCDL 10.0 Code FBC2017/fP12014 Matrix -AS Attic -0.18 10-11 430 360 Weight: 113 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP SS WEBS 1 Row at midpt 8.9 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 13 4-14: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=251(LC 12) Max Uplift 2=127(LC 12), 9=28(LC 12) Max Grev 2=1291(LC 18), 9=1259(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-1521/77, 3-4=-1365/184, 4-6=207/479, 6-7=-132/435, 7-8=-107/317, 9.14=1636/333 BOT CHORD 2-11=29111342, 10-11=-291/1342 WEBS 10-13=705/254, 4-13=1757/443, 13-15=1757/443, 14-15=1553/377, 10-14=-458/2171, 7-15=519/179 NOTES- gn. 1) Unbalanced roof live loads have been for lnd 2) Wind; II;ASCE Exp B7EnGVuGCP6 0� 78h MWFRS C-IChExtedor(2) 2-0-111 to 3-1 -5, Intedor(l) 3-1185to 15-0-0,aEMenor(2) �\\\111111111//// .f- ��,,,\'•P�\G E•N `S�`�'Y (d9resGtlonal) a as 15-0to 17-6zone;C-C for membersand forces & M WFRS for inactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -0 -4 i No 22839 3) 120.011a AC unit load placed on the lop chord, 11-0.0 from left end, supported at two points, 5-0-0 apart. •;* 4) Provide adequate drainage to prevent water ponding. Tt; 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. -O ; 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide p ;• 0 F .• (� (V .• will Td between the bottom chord and any other members. ♦ Tn P �� ,�j�`` 9) Ceiling dead load (5.0 part) on member(s). 3.4, 4-13, 13-15, 14-15 to mom. 10-11 10) Bottom chord live load and additional om chord dead oad ed lcepabse `j • 0 R % D •- �� ojl;ONAl (30.0 psf) y Referfortotruss connections. EV.\�\\ connectiontruss Provde mechanical ss to bearing plate of withsPalnding1127 buplift at joint 2and 281b uplift at 11) joint 9. Walter P. Finn PE No.22839 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and MY' gypsum MITek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL33610 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: June 12,2020 ®WARNING - Verify tle519npa .I. and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE MII-0473rev: IOM34015 BEFORE USE. Design valid for use only wdh MTak® cannectors. This design is based only upon parameters shown, and Is for an individual building component, me atmss system. Before use, the bullding designer must verRylhe appllcabi9ly of design parameters and properly Incorporate Nis design Into the overall buiHingdesi9n. among Indicated is to prownt Waling of Individual Was web endlar chord members only. Addilionaltemporaryandpermenentbracing MiTek' Is always fequ'ued for sfabli ty and to prownt collapse ash possible personal Injury and property damage. For general pidmea regarding the fabdr oNMomge.deMW.emdidnmdbradiq&f ssesaW=ssWeins;see ANSPTPII Dually aeda, DS&E9 and SCSI Building Component 6904 Parka Fast ewd Safmyrnrasmaddn awgbk Wm Truss Re tns0 0.219 N. Lee R.d, Sad.31Z Alexandria. VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply DeMiarcAddition M0456742 J3%89 C06 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce. FL 34945 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:40 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HazAldC-R46z CiRH13UstODXMa3RX7914WUSIhCs131TNz7y1 -2n 7-104 9-11-5 11-1-3 IU12 15-514 17-8-0 T 1 7-104 1 2-1-1 11-1-14 1 30.9 1 1-42 1 2-2-2 1 Ass = Sees =1:40.9 5.00 12 4x4 = 11 aaom,woa - 2x4 II 64 = 2.4 II Plate Offsets KY)- 12:0-4-13,0-1-31 15:0-2-0,Edgel. 19:0.3-0,04-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) VdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.38 10-16 >547 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 VerICT) -0.80 IG-16 >264 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB OB6 Hom(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.18 9-10 411 360 Weight: 111 Its FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 1-5: 2x4 SP No.t BOT CHORD BOTCHORD 2x6 SP SS WEBS WEBS 2x4 SP No.3'Except" JOINTS 4-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Ho¢ 2=251(LC 12) Max Uplift 2=127(LC 12). 8=28(LC 12) - Max Grev 2=1290(LC 18), 8=1261(LC 18) FORCES. (Ib)- Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-1503/39, 3-4=-1361/135, 4-6=147/379, 6-7=-103/373, 8-13-1661/287 BOT CHORD 2-10=-236/1332, 9-10=-236/1332 WEBS 9-12=-622/206, 9-13=-363/2127, 4-12=1603/326, 12-14=1603/326, 13-14=1603/326, 6-14=-609/249 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpl 7-8 1 Bmce at Jt(s): 12 NOTES- 1) Unbalanced roof live loads have been considemd for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; Bet088; L=65ft; eave=7fi; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerlor(2)-2-0-11 to 3-11-5, Interlor(1) 3-11-5 to 15-5-14, Exterior(2) 15-5-14 to 17-6-4 zone;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.011a AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 5.0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurfent with any other live loads. 7) "This truss has been designed for a live load of 10.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-12, 12-14, 13-14 9) Bottom chard live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9.10 10) Refer to girders) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 127 Us uplift at joint 2 and 28 lb uplift at joint 8. 12) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chard and 112" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. No 22839 Irz = b : `(/ 00 18811111110, Walter P. Fee PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verify design paramelen and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111147473 rev. 10/0912015 BEFORE OBE. Design valid far use oniyweh Mmelde connedors. This design Is based any, upon parameters shown, and Is for an IrMMdual building Component, not a teas system. Before use, the building designer must verify the appliceblliry, of design parameters and property Incoryorne this design Into Me overall bulldingdeslge. BracinglWkaledbtoprevCotburklhgdNdMdualtmsswebanWorchoNMembarsonN/. doming temporary and permanent bracing MiTek' is always required fargateirdy and to prevent Co9apsewah possible persowl injuryand proPedy damage. Forgereral guidance regarding Ne hbdages, garage. delivery. arecUan and bmat, afWssed and Buss systems, see ANS1,17410ualfly enable, OS"9 and SCSI Burlding Component 6904 Palle East BM. Sefetylafarmellon ava9abfa tram Tesa Bga InSWNe, 219 N. Lee SVe,e, Suie 312, Alexantlre. VA22314. Tampa, FL 36510 Jab Truss Truss Type City Ply Dechtaro Addition T20456743 J39689 D01 HIP GIRDER 1 1 Jab Reference (optional) East Coast Truss, Ft.Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:412020 Page 1 ID:kkoUBJOmZEIgOJrfE"HazAIDC-vGfM9Y132bBLU1aP5351_lgD5U_UgzDL4yprOpz7_gO 360 SR-0 B-BD tObO W-2a0 I 3-ao I M I Sao I 2a Scale: W2 1' il Sp oral Axis = swohe 15 Special 4x4 = 3x4 = Speuel Special 3x4 = Plate Offsets(X,Y)— (3:0-5-0,0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 WALL) -0.02 7-8 >999 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.33 BC 0.21 Ved(CT) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.05 Horz(CT) 0.01 5 me n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 40 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=D-8-0, 5=0-8-0 Max Harz 2=-59(LC 30) Max Uplift 2=-299(LC 8), 5=299(LC 8) Max Gnaw 2=682(LC 36), 5=682(LC 37) FORCES. (lb) -Max. CGmpJMax.Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=8691335, 3-0=772J325, 4-5=-8701335 BOT CHORD 2-8=26IV778, 7-8=278f794, 5-7=2671782 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oC bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7Dpsf, BCDL=3.Opsf, h=15ft; B=108ft; L=65ft; eave=7ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 29916 uplift at joint 2 and 299 Ib uplift at joint 5. 8) Use Simpson Strung -Tie U24 (4-10d Girder, 2-10dxl 112 Truss, Single Ply Girder) or equivalent at 4-4-0 from the left end to connect buss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger Is in contact with lumber. 10) Hanger(s) or other connection devica(s) shall be provided sufficient to support Concentrated load(s) 145 lb down and 100lb up at 3-0-0, and 70 Ito down and 30 lb up at 44-0, and 1451to down and 1001b up at 5-6-0 on top chord, and 185 Ib down and 54 lb up at 3-0-0, and 185111 down and 5416 up at 5-7-4 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaesse=1.33, Plate Increase=1.33 Uniform Loads (ptf) Vert: 1.3=90, 3-4=90, 4-6=90, 9-12=-20 Concentrated Loads (Ib) Vert: 3=-0(F) 4=-0(F) 8=2(F) 7=2(F) 15=-0(F) 16=2(F) J C E IV ! FiN2 �♦i `%% V\ S�.. ♦♦ No 22839 = 0: :it :9 RAO / OP \� Walter P. Ron PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING- Venlydesi9nparamelen and READ NOTES ON THIS AND INCLUDED 4NTENREFERENCE PAGE 11,1IIJ473rev. WAGAWIS BEFORE USE. �■�' Design validforms only wonMireWmareciore. The; design Is based only upon parameters shown, and is for an Individual building camp eart,not a Vass system. Before use, die balding designer most verity the appMarbildy of design parameters and peop ar yinm,mmi, this denogn bto the overa8 +.��p Mainlander. Bnscing indicated is to prevent buuding of Nahidual no web andforrhordmembenonly. AddabntllemponsryaMpennanembacing MiTek' is always requ'oed for stability And to prevent eneapse win possible personal irywy and property damage. For general guidance regarding me fabrieaten,Image, delivery, erection and ensure of busses ant"as systems.sea ANSUIPlf duality Colode, DSBF9 end SCSI Building Component 6904 Pake East BNd. Smayladarmallon amflablefmm Tmss Platelns e,218N.Lro Slreel,Bu%e312,Neaandda,VAM14. Tampa FL 38610 Job Tmas Truss Type pry ply DechieroAtltlition T20456744 J39689 002 COMMON 1 1 Job Reference (optional) I NSe, Ft. Pierce, FL 3494ft 44 = 14 3 15 LOADING (psf) SPACING- 2-0-0 DEL TCLL 30.0 Plate Grip DOL 1.33 TC 0.36 TCDL 15.0 Lumber DOL 1.33 I BC 0.21 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC20177rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Holz 2=74(LC 11) Max Uplift 2=-269(LC 12), 4=269(LC 12) Max Grav 2=662(LC 1), 4=662(LC 1) FORCES. (Ib) - Max. Camp./Max. Ten. -All forces 250 (ID) or less except when shown. TOP CHORD 2-3=5991749, 34=599(750 BOTCHORD 2-6=537/485,4-6=537/485 WEBS 3.6=-356/192 8.330 s May 6 2020 MTek Industries, Inc. Fri Jun 12 15:11:42 2020 Scale=1:23.7 li DEFL. in (fee) Well Lid PLATES GRIP Vert(LL) 0.04 6.12 ,999 240 MT20 2441190 Vert(CT) 0.03 6-12 >999 180 Hom(CT) 0.01 4 n/a n/a Weight: 361b FT=0% BRACING. TOPCHORD Structural mod sheathing directly applied BOTCHORD Rigid ceiling directly applied. NOTES. 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opst; h=15ft; 8=1081t; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 3-11-5, Interior(1) 3-11-5 to 44-0, Exterior(2) 4-4-0 to 10-4-0. Interior(1) 10-4-0 to 10-8-11 zone; porch left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-D-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 269 Its uplift at joint 2 and 269 Ib uplift at joint 4. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. ,,,111111III/I��I DENS No 22839 OF z �OR1�PG��. 0�NA11 IE��``� Walter P. Finn PE No.22839 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rsv 1&0312015 BEFORE USE. Design Valle for use onlywM MITek®connectere. This design is based only upon paramners shown, and is Raw iMlMdual bonding convener, no a Wss synam. Before use, the budding dedgnernustvedry the Applicability Mdesigo paramMersand property overcooks No design mtome overall buxiingiesign. Bracingindrated is to preventbucYrag of lndM4ttaltluss web andlMrAormambenony. AIdaioneltemporayandpalmanerbrerJng MiTek' A always required far stability and to prewar collapse with possible personal injury and prapMy damage. For general guWerca raged, Be fabriptlor.Storage, delivery, erection and bracing of trusses and Buss systems, we ANSIRF71 Quality Cdfada, OSS49 and SCSI Building Component 6904 Parke East Slid. SereylnfameNon avaga0le mom Truss Plate Inriaute, 21a N. Lea SUeM, Suae 3f2. Mexandrla, VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply Dechiaro Adtlition T21411141 J39689 MV2 Valley 1 1 • Job Reference o lional East Coast Truss, FL Pierce, FL 34946 2x4 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:46 2020 Page 1 ID:kkeUBJOmZEIgOJr(EewHazAltlC-FETFCFmCIBgdaoTNuchThoNNuVkVJVEE4EEWegiz7 fx 8.1e=1:6.9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lac) BdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(l) n1a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Ven(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Hom(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Malrix-P Weight: 5 lb FT=0 LUMBER - TOP CHORD 2x4 SO No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Harz 1=-19(LC 12) Max Uplift 1=-10(LC 12), 2=14(LC 12) Max Grav 1=57(LC 1).2=70(LC 1). 3=25(LC 3) FORCES. (III) -Max. CompJMax.Ten.-Allforws 250(lb) or less except when shown. BRACING- TOPCHORD Stnictual wood sheathing directly applied or 2-M oc purfins. BOTCHORD Rigid wiling directly applied or 10-0-0Go bracing. NOTES- 1) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpl=0.18; M WFRS (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) Plates checked for a plus or minus 0 degree rotation about its Center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonwnwrent with any other live loads. 5) ' This truss has been designed for a live load of I O.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-00 wide will fit between the bottom chord and any other members. 6) Bearing at Joint(s) 1 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 1, 2. I1111111111 d�,P� �ER P, R�,�Ae Is i� No 22839 IZ :9 A F . �� • 0 R 14D."ON� 4,S,ONA, �1�,,% JIMMO Walter P, Him PE Na22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 12,2020 ®WARNING -Verify design paramefereand READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M114ALev. 10/03a015 BEFORE USE. Design valid for use only with Mreves connectors. This design Is based only upon parameters shown, and Is for an Individual building component, net a truss system. Before use, the building designer must verify the applitabilfty of design parameters and property InCorpoure WE design Into the overall `.�,■p Wildingdeagn. Bracing Widened is to prevent bualing orindiAdual tmss web andlorchmd members only. AddnionaltemperaryaMpernmentbratlng MiTek' is always required for Stability and to preverd Collapse wM possible personal Injury and pmpeM damage. FergenemlgubanCoregardingthe fabdnago.do e,dehvery emdonmdb2cingofWmsf iwssyriema.aeo ANSVfPlldaafiry CrimdADSBA9end BCSIBUIfWng Component 6904 Parka East BIM. SararyWindeadenavaeaEbaem TmssRMelnNVe,210N.Leea M.Sufta312,Aloxandda,VA32314. Tampa, FL 36610 Job Truss 0ty Ply DechiaroAdditionT20456746 ]TwssyType J396B9 MV4 1 1 Job Reference (optional) ..in s.vax i russ, rs. name, rL aaseg JaJO S May 6 2020 MITek Intlustries. Inc. Fri Jun 1215:11:47 2020 Page 1 ID:kkoUBJOmZEIgOJrfEewHazAldC.kOldPbngeRyUCy27RKCiDOvSPv2CEhTETuGACTz7_fw 1 2x4 II 6rale=ttla 2x4 II 2x4 aaG LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Bdeft Ud PLATES GRIP TCLL 30.0 Plate Grip COL 1.33 TIC0.39 VerI Na - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) Na - Na 999 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 2 Na Na BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 131b FT=0% LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 4-D-0Go pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=4-0-0.2=4-0-0 Max Hor2 3=-47(LC 12) Max Uplift 3=-35(LC 12). 2=16(LC 12) Max Gray 3-172(LC 1), 2=172(LC 1) FORCES. (III) - Max. CompJMax. Ten. -All farces 250 (lb) or less except when shown NOTES- 1) Wmd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Ops1; BCDL=3.Opsf; hri B=108ft; L=651t; eave=7ft; Cal. 11; Exp B; Encl., GCpl=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) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nenconcument with any other live loads. 5) ' This truss has been designed for a live load of IO.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 1001la uplift at)oint(s) 3, 2. '�� ,�`% '(ER P No 22839 S O R 10 P• � /ONA' s Wager P. Ann PE W22839 MITek USA Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-4473 rev. IW03aOIS BEFORE USE. �■�' Design vatO for use only an UnTeke Connectors. This design is based only upon paametea shown, and is for an Individual WHOM componem, net a au system. Before use, Ve b,ading designer most verify me applicaE'JGy of design parameters and property lecolperae Nis dea8n ISM No overall building design. BraWe indicated is to prevent backing of NOMdual Miss sees andfor chord memEem only. Millions! tmWorary am Wanders bracing Mirek' is always required for claims, and to prevent collapse wlh possible personal injury and property damage. Forgeneal guidance regardeg Ibe fabdwtlon, stoage.de4very, erection and baring oases and Was systems, see ANSVTPlf GooneyCanada, DSBas and SCSIBuilding Composers! 6904 Parke East Blvd. SefeylnrormeflM avaftablefam TmssPlate InsN01e.218N.LeeB e.Sufte3lZNumdda,VAM14. Tampa, FL 36610 Job Truss Truss Type Qty Ply Dechiaro Addition T20456747 J39689 MVS Valley 1 1 - Job Reference a tional 4x4 = 2.4 II 1 2 5 4 2.4 II 1.4 II o.aau s may o 4e4u con ex inousures, ME. rrl dun .4 Th:T1:4t zueu 2x4 Scale = 1.12.2 ' 1-1-12 4. LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (lac) 6deD Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) , n/a - n/a 999 MT20 2441190 TOOL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Inv YES WS 0.05 Hom(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight 18 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purins, BOT CHORD 2x4 SP No.3 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. (size) 5=5-1-12, 3=5-1-12, 4=5-1-12 Max Ham 5=50(LC 12) Max Uplift 5=23(1C 3), 3=-20(LC 12), 4=-32(LC 12) Max Grev 5=26(LC 1).3=183(LC 1), 4=261(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsr; h=15ft; B=108ft; L=6511; eave=7ft; Cat 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber D01-=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ' 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. /1111111/11 loads. 10.0 pet bottom chord live load nonconcument with nwherle llrectangle 3-6-0 tall by 2-0-0 6) * This truss has been dss has been esigned fogned for ra lie load of 10. on the bottom In PV'(ER P. p, aer ps chord all areas wide ��ve ` ,'♦ will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100Ib uplift at Joints) 5, 3, 4. %% V .•' V�G E N S� �� ♦♦♦♦ plate No 22839 Xa OF :40 .Ot ♦♦i�CC O R 1 �✓ �j�=�� •,�S'S�ONA111, L'�o%" Walter P. Flnn PE Nc.22839 Ii USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING -Verify de ign parameters ono READ NOTES ON nES AND INCLUDED MITEK REFERENCE PAGE 61II-7473 rev. 1WOM015 BEFORE USE. Design void for use on/with MTeM connectors, This design is based Doty upon parameter. shown, end is for en Individual WU r,g component..0 aWs.system.Before use, the bwWvg doggner must verify are appeaabiay of design Parameters and property Noorporde this design Into the overall bwldn9deslm.Brechg indicated is to prevent buGlwg ofindhidualbusa Web anNm Nab members arty. Atldronaltemporeryandpe,manembraomg MiTek- is ehm r; rogueed for atabirly andto prevent ooeapse Wah posoMe personal lyury end prop"Morrogs. For9eneral pWame regarduq the fabnra9an, stgage, defrvery,eredion end Orad,g of WsusaM wss systems, sea ANSUfPIf Quality Greene, DSB49 and BCSI Buffeting Component 6904 Parke East BNd. Sefeyrnformadon available from Tmsa Plate lnMute, 2laN Lea Street. Suee 312. Nexantlda, VA 22016. Tampa, FL MID Job Tmss Truss Type CRYPly T20456748 139589 MV6 GABLE 1 �DechiaroAdditfion 1 Job Reference (optional) East Coast Tmss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries, Inc, Fri Jun 12 15:11:482020 Page 1 10:kkoUBJOmZEIgOJrfE"HazAIDC-CobTdxoSOWLg6dl91jxmDSeSJOEz7LNh%7jkvz7_fv 6-0-0 64 -0 2x4 II 1.4 II 2x4 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. In (loc) Vde0 Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.31 Vert(L-) We - 11a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WS 0.09 Horz(CT) 0.00 3 ri n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=6-0.0, 3=6-D-0, 4=6-0-0 Max Horz 5=-78(LC 12) Max Uplift 5=9(LC 12), 4=-77(LC 12) Max Grev 5=43(LC 1), 3-146(LC 1), 4=375(LC 1) FORCES. (Ih)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. WEBS 2-4=-306f296 PLATES GRIP MT20 2441190 Weight: 221b FT=0 Structural mod sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; B=108ft; L=6511; eave=7ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconourrent with any other live loads. 5) `This truss has been designed for a live load of 10.0psf 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) or truss to bearing plate Capable of withstanding 100111, uplift at joint(s) 5, 4. Style: 3l4'=l' `IIIIII I III � ii JER P c� 3�\G E N sFNy No 22839 Z -0'• 7 z OF :�4/� �S Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa EL 33610 Date: June12,2020 ®WARNING -Vaiy desibn pammefera and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 1WO312015 BEFORE USE. Design valid for use mri M rek®connectars. This design is based emir upon parameters shown, and Is for an IMINdual building component, not a Wss $plan acres use, the building designer must verify Me applicability of design pesmeters and property Inwmurda this design Into me overall bugdingdosign. posting indicated is to Warne of Individual Was web and/or chats members any. Addhlunallemposryandpmmamentbracing MiTek- prevent he ahxaV NeuRed for stability and to prova t conapssweh possible personal Injury and properly damage. Forgenerd gudanoe regarding Ne Iabdr on,storage,dekwry,emd mdbmdb WWssesaMbus=ems,sea ANSp IQUeMy Cdred6,DS"9end BCSIBWIdMg Component 6904 Parke Best BNd. Seray MfbmdMMn ard8able ham Tmss Plate iasttul0, 218 N. Lea SbeH, Sude 312. AexMd a, VAMI4. Tampa, FL 36510 Job Truss Truss Type Qty Ply Dechiaro Addition T20456749 J39689 MV7 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 349M 8.330 a May 6 2020 MTek Industries, Inc. Fri Jun 12 15:11:49 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HarAMC-gp8NgHp493CCRGCy➢FAIR?oOjk2iaT%wBIHHMz7 fu Scale = 1:19.1 2.4 II 5 4 2.4 II 1.4 II 2x4 C 7-142 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Ix) Ildeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.36 Ved(LL) rda - We 999 MT20 2441190 TCOL 15.0 Lumber DOL 1.33 SC 0.17 Vert(CT) nfa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/ 1G12014 Matri%-P Weight: 26 US FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=7-1-12, 3=7-1-12, 4=7-1-12 Max Ho¢ 5=-95(LC 12) Max Uplift 5=25(LC 12). 4=89(LC 12) Max Grav 5=120(LC 1).3=139(LC 1).4=431(LC 1) FORCES. (lb) - Max. Comp.1i Ten. -An farces 250 (lb) or less except when shown. WEBS 24=353/325 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0Go bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.OpsF h=15ft; B=108ft; L=65ft; eaviI Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord beading. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.0psf 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 1001Is uplift at joints) 5, 4. �11111111aII %,,�%� 4Ep P F �i�4 No 22839 =tV,1,88211111110 Waiter P. Rnn PE Nc.22839 MITek USA, Inc. FL Cad 6634 6904 Parke Fast Blvd. Tampa FL 33610 Data: June 12,2020 ®WARNING- Verfly design Parameters and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 104312015 BEFORE USE. ' Design valid for use only with NIFOW connecmre. This design Is based only upon pammmess shown, and Is for an individual building component, not a truss system. Before use, the bullding designer must verg, the applicabllRy of design parameters and preFe ly mmlpomle Nis design into the overall building design. Braclog Indicated is to bucking of individual Was web andlor chord members only. AddRional lemimail parrument bracing MiTek' prevent Is allays requvod for slabllily, and to prevent coligme with possible personal injury and property damage. Forgenerelpidanceregardingtho fabrltatlan,gage,deUw%ryemWonandbMCbVWwssasaMd sssystems,see ANSI?PlfQi CrNeds, Dallas and SCSI Building Component Serotylydnegaaon angablefram Truss Platelns e,21eN.Leealreel,SuRe312.Nesandria,VA22a14. 6904 Parke East BIW. Tampa, FL 361 Jab Truss Truss Type Oty Ply Dechiare Addition M0456750 J39689 MV9 GABLE 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 1215:11:50 2020 Page 1 to kkoUBJOmZEIgOJBE"HazAldCA7il2dp*wMK33PnB7SmPreXyV64xR1mggtUgpaz7 ft 7 6 5 a4 11 1x4 11 Ise 11 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Gdp DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress her YES BCDL 10.0 Code FBC20177TPI2014 CSI. DEFL. in (loc) Well Ud TC 0.40 Ved(LL) mra - Na 999 BC 0.19 Veri file - Na 999 WE 0.09 Hoa(CT) 0.00 4 n/a rule Matr LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SIP No.3 REACTIONS. All bearings 9-1-12. (Ib) - Max Hoa 7=-125(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 7, 5, 6 Max Grav All reactions 250 lb or less aljoint(s) 7, 4 except 5=459(LC 1), 6=379(LC 1) FORCES. (Ib) -Max. Comp.IMax. Ten. -AU forces 250 (lb) or less except when shown. BOT CHORD 6-7=95/266, 5-6=95/266, 4-5=-95/266 WEBS 3-5=-369/314, 2-6=311/263 PLATES GRIP MT20 244/190 Weight: 381b FT = 0 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end veNcals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opst, h-15ft; B=108ft; L=65ft; eave=7ft; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (d'vectional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree notation about 6s center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 10.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 beading plate Capable of withstanding 1001b uplift at joint(s) 7, S. 6. Beale = 122.8 ,J SR 1P' F I....i No 22839 0 :IZZ So CCS . O R 1 O • ;�� S"ONA„E?C �• Wafter P. Print PE No.22839 MRek USA. Inc. R. Cell 66M 6904 Parke East Blvd. Tampa FL 33610 Data: June 12,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MIId473 rev, VViandf5 BEFORE USE. Design valid for use only with suitable connectors. This design Is based only upon parameters shown, and Is for an indiedual Wilding component, net a truss system. Before use, ma building designer must witty the applicability of tlesign parameters and properly meant this design Into the overall buildingdesign. among Indicated is to prevent buckling of Individual Was web anmm chow members only. Adddlonallemporaryardparane!bracing MiTek' Is aware required for stability and to prevem collapse web possible person! injury aM property damage. Forgeneraplea seregadingthe catenation. Storage. delivery election and bracing of busses aid Was systems. me ANSUTPI1 Quality Crlreds, DSBd9 and Beat Building Component 6904 Parke Fast Blvd. Saletylnrormatlon anbUefrom Truss Plate Inl e,218N.Lee&t ,Soda312,Nexandne,VAYt314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Dechiaro Addition T20456751 139689 MV70 GABLE 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries. Inc, Fri Jun 1215:11:43 2020 Page l ID:kkoUBJOmZEIgOJrfEmHazAldCdn6aEkJaDR3jLkoCU8m3AMFIhGIs4eYGly4a7a Scale: la-l' 7 6 5 2x4' 1x4 II 1x4 II 2x4 ll LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (loc) 0de0 Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Ven(LL) Na - nla 999 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Veri nla - Fla 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 HOrz(CT) -0.00 5 Flat ma BCDL 10.0 Code FBC2017rrP12014 I Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 9.11-0. (Ib)- Max Horz fat 37(LC 12) Max Uplift All uplift 100 Be or less at joint(s) 5, 7, 6 Max Grav All reactions 250 Ib or less aljoinl(s) 1, 5 except 7=460(LC 1), 6=368(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when sham. TOP CHORD 1-2=2721118 WEBS 2-7=3691305,341=303/253 PLATES GRIP MT20 2441190 Weight: 41111 FT=0% Stmatural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0.0 Be bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsh BCDL=3.Opsf h=1511; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C FFFxtefior(2) GA-12 to 6-8-12, Interiar(1) 6.8-12 to 9-9-4 zone;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.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 atjoint(s) 5, 7, 6. 111111111111 p%0P�-IER P, F/ 11/i `,�� ..*�G E N 3FN�' i� No 22839 9: lir� 90: TF OF Q/� .� ..1..P �111i11881N Ajj1E%�� Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING. Verily Eesignpara I. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE GAGE MII4473 rev. 1=142015 BEFORE USE Design vaed for use onywM MITeModdoolam.'Ilmdesgn is based only upon Reremders shorn, and is bran Irdidlud building co rlponenL mt ��- a buss system. Before use, the building designer mud veriyNe apparabiMy ordedgn Para edam and property NcaWrA. this design into the overe8 build'ngdesgn. Bracing Ndiraled isfo prevent butlfmg o/Ndmdual busswe0 and/or Mord membersany. PddbnaltemporeryeMixurnanembracing MiTek- la always required for stability, and to proven coral wM poedble personal injury and property damage. Forgeneml flovance regaining the fabdraeon,dorege,dernery,emm nmdbmdngofbusmsaMbusssydems,aee ANSYTPH duaery CMade, OSS49 and SCSI Building Component 6904 Parke East Blw]. S Iylnfdrmegon avUblabon Truss RafeIneMMe,218N.Lee&met,Sufte312Alexandria,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply iard Addition T20456752 TJOb 1396B9 MV11 GABLE 1 1 eference (optional) I russ, Ft. Pierce, FL 34946 2x4 II 1.4 II 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 1215:11:43 2020 Page 1 ID: kkoUBJOmZEIgOJrtE"HazAldCtfn6aEkJaDR3jLkoCU8m3AIm WIhMls9eYGly4iz7_g_ tx4 II 3x4 C Scale=1:26.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Uoc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 V II(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WE 0.09 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matfix-S Weight: 451to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-1-12. (lb)- Max Horz 7=-155(LC 12) Max Uplift All uplift 100 lb or less at joinl(s) 7, 5, 6 Max Grav All reactions 250 lb or less atjolnt(s) 7,4 except 5=451(LC 1), 6=418(LC 1) FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 3-4=-295/125 BOT CHORD 6-7=-108/292, 5-6=108/292, 4-5=108/292 WEBS 3-5=-362/289, 2-6=344/280 Structural wood sheathing directly applied orb-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; Irl B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; M WFRS (directional) and C-C Extenor(2) 0-1-12 to 8-7-9, Interior(1) 8-7-9 to 10-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 PM bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.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 1001b uplift at joint(s) 7, 5, 6. 111111111111 0�(ER. P F% NO 22839 Q;• Wafter P. Finn PE No.22839 MiTek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: June 12,2020 ®WARNING -Verify design parameters antl READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M167473 rev. 10/0312015 BEFORE USE. !' Design valid for use any with MRek®connectors. This design Is based only upon parameters shown, and Is for an InOMdual building component, not 1■� a truss system. Before use, the bulGag designer must verily the appllcoolhy of design parameters and properlyNcorporne this design Into the overall buildingdesign.Bracing Indicated is to prevent buckling of lndlddual ones web andlor Nob members only. Addtlbnaltemparmy and pemlanentionxing MiTek' Is always required for Mobility and to pawns collapse with possible personal Injury and property damage. For general guidance regarding the fabrication , staege, delivery, erection and bracing d cases and Bass systems, see ANSITI euellry Crlfede, DW49 and SCSI Building Component areas Parke East Blvd. Saferylnrormation available from Tnas Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tampa, FL 36610 Job Tess Truss Type Dty Ply Dechiaro Addition T20456753 J39689 MV12 GABLE 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.330 s May 6 2020 MTek Industries, Inc Fri Jun 12 16:11;44 2020 Page 1 ID:kkoUBIOmZEIgOJrfEmi4azAldC-JrLUnZtKL1MvWJ_mCf7bNHxc*Ji JJomw1 VJb8z7_fz Scale=1:27.9 3.4 i 7 6 5 ix4 II 1x4 II 2.4 II LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (hoc) Udell L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Ven(LL) rda - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Ved(CT) Na - Iva 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Hoa(CT) 0.00 5 n/a We BCDL 10.0 Code FBC20177rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 Ste No.3 WEBS 2x4 Ste No.3 BOT CHORD OTHERS 2x4 Ste No.3 REACTIONS. All bearings 11-11-0. (Ib) - Max Horz 1=167(LC 12) Max Uplftt All uplift 100 lb or less at joint(s) 5, 7, 6 Max Grav All reactions 250 It, or less at joint(s) 1, 5 except 7=439(LC 1), 6=465(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 1-2=-3071129 WEBS 2-7=-351/278, 3-6=383/307 PLATES GRIP MT20 244/190 Weight: 48lto FT=0% Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (8-secend gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15ft; B=108ft; L-651t; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-8-12 to 6-8-12, Interior(1) 6-8-12 to 11-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus of minus 0 degree rotation about Is center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.0p rf on the bottom chord in 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) 5, 7, 6. \\\III111►/��, �JER P, ♦♦♦�� 3�� G E N No 22839 O; A F � ♦ O R 1 O.- �2p♦ ONAI Walter P- Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa R 33610 Data: June 12,2020 ®WARNING Verity d.,ii, emmeren and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Jun 1413 rw. 1nNI4a15 BEFORE USE. Design valid for use onywith MTek® conned... This design Is based only upon parameters shown, and Is for an IndiNdual building component, not a truss System. Before use. to building designer must ved the appRomedy ofdeslgn parameters and property Incorporate this design into the Moral-•Y buildingdosign.Dracing indicated is to prevent buckling cineiddualtmss web amber chard Members city. Mdi6.natempomryandpermaneMbrmhg Wek' batwaysregubedfarsmbllhyandtopM"e WHap.e Mpossiblepera.nalirlW ndpmpeMdamage. Forgene.IgutlanceregaMing Ne ("buricn.nmage,dedveryry emWonmdbmemg of WsaesaM truss systems,see ANSyfPlf Quietly Cdleda, DSBd9 and Best Building Component Seletylnr.rmdgon ava %lefrom Tms3Platalnstdme.318N.Lee SI.m,6uee312,Rt dM,VA22314. 6904Padm East Blvd. Tampa. FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition T20456754 J3%89 MV14 GABLE 2 1 Job Reference d tional o.J.]V s may b 2VZU MI I eK maualrles, IOG. HI Jun 1Z 10:11:4J ZUZU Yage 1 ID: kkoUBJOmZE19DJrfE"HazMdC-n2vs?vmZ6ghmzeuAKvAE8bg6X5Njmlm?an38bz7_fy Scale = 132.8 3x4 i 9 a 7 6 2x4 II 1x4 II 1x4 II 1x4 II LOADING UmQ SPACING- 200 CSI. DEFL. in (too) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Ven(LL) n/a - Ida 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) ma - Fiat 999 BCLL 0.0 Rep Stress Ina YES WB 0.13 Hom(CT) -0.00 6 Na me BCDL 10.0 Code FBC2017rTP12014 Matrix-S WBlght: 62 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 600 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-11-0. (III) - Max Horz 1=197(LC 12) Max Uplift All uplift 100 Ib or less al joint(s) 6, 9, 8, 7 Max Grav All reactions 250 Is or less at joints) 1, 6 except 9=441(LC 1). 8=455(LC 1), 7=367(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 1-2=-311/151' WEBS 2-9=353/264, 3-8=374/226, 4-7=-299/232 NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 6-8-12, Interior(1) 6-8-12 to 13-9.4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.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 Ib uplift at joints) 6, 9, 8, 7. 00 %0 tP6!! ..IER^P,F�7Y''i �JJ \GEN1p* i No 22839 181111111,10 Walter P. Finn PE No.22839 Mfrek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Temple FL 33610 Date: June 12,2020 ®WARNING Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 10,03DO15 BEFORE USE.. • Design valid forum only wet Mfreloll, converters. This design is based only upon parameters shown, and is for an Mistrust building component, not a buss system. Before use, the building designer must vent' the applicability ofdoegn parameters and propely lncolporele into design into the overall -•Y buildingdengn. Bracing indicated is to prevent buckling of individual tress web choice shard members ony. Mthtlonal temporary and permanent brmng MOW Is always required for&abiliy and to prevent collapse wW possible personal inlay and property damage. For general guidance regarding the fabrication. storege,dellvery.eredon andbradng oftmsusaMWsssystems,see ANSM11 dually Clients, MB49 and SCSI Building Component 6904 Parke East Bled. Sa/elylnbrmoflon available ham Tmss Plate In9aute, 218 N. Lee StMe, Suee 312, Alexandria, VAM14. Tampa, FL Sal Job Tnlss Truss Type Oty Ply Dechiere Addition T20456755 J39689 MV16 GABLE 2 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 8.330 a May 6 2020 MTek Industries, Inc. Fri Jun 1215:11:45 2020 Page 1 ID:kkDUBJOmZEIgOJrfE"HazAIOC-n2vs7vmZ6ghmzeuAKvAE8bgGM5MYmINx7an38bz7_fy 3x4 6 10 9 8 1x4 II 1.4 It 1x4 II 72x4 II Scale =1:37.3 15-11-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in ([cc) gdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) nfa - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Ven(CT) nda - nta 999 BCLL 0.0 ' Rep Stress Inv YES WB 0.17 Hoa(CT) 0.00 7 Na n/a BCDL 10.0 Code FEC2017JTP12014 Matrix-S Weight: 70 lb FT=0% LUMBER. BRACING- TOPCHORD 2x4 SP No.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-11-0. (lb)- Max Horz 1=228(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 7, 10, 9, 8 Max Grav All reactions 250 To or less atjoint(s) 7, 1 except 10=447(LC 1). 9=434(LC 1), 8=494(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=345/163, 2-3=2671121 WEBS 2-10=-358/253, 3-9=-356/179, 4-8=383/268 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; h=15ft; B=108ft; L=6511t; eave=7ft; Cat. II; ESP B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte lon(2) 0-8-12 to 6-8-12, Interior(1) 6-8-12 to 15-9-4 zon%C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5)' This truss has been designed for a live load of 10.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 100 no uplift at joint(s) 7, 10, 9, B. 11111111///I J%0,'VIER P i No 22839 9O. A F ONAjj1t"%% Wafter P. Finn PE No.22839 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING. Vedryde11n paramet. and READ NOTES ON THIS AND INCLUDED AIDEN REFERENCE PAGE MU-1473 rite 10V34Of5 BEFORE USE. Design valid for use only wah MTeMeonnecom. This design is based any upon panametere shown, and is for an irrdW" Wildug component, not a Muss system sellers use. Me building designer must veryUa appficabJay of design pacamete s and properlyincarponte Ws d Vqa We Me overall buikingdesign. among indicated is to Wrkfing afmdiNdual Wssweb sadfor Chord members any. AddNonaltempomryardpermanertbraAng y MiTeW prevard is always requ'ued tar stat iBy and to pmv nl corapse with posy Me personal "My and p oped'daMage Forgeneral guidance regaming Me fabAwfion,dWge,deNeryereplon and bradrg ofbusees and Muss Systems, we ANSUfP110ua11y CMed, DSBA9 and SCSI Building Component Serayfntmen .n avagabie from Truss Plate Ins10Ne, 218 N. Lee 9reN, 8vee 312, Atexandda, VA 22314. 6903 Parke East SMd 36610 Tampa, FL Job Truss Truss Type ty Ply Dechiaro Addition T20456756 J39689 V4 Valley 1 Job Reference (optional) best coast tress, Ft. tierce, hL M114e 2x4 i 5.Do 12 8.330 a May 6 2020 MiTek Industries, Inc. Fri Jun 12 15:11:52 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HazAldC-0OgWrJryS_anljwWEtotw3dNOwlBvyjzcezxuhz7 fr 3x4 = Scale =1:7.5 2x4 C Plate Offsets (X,Y)— 12:0-2-0Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) BdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.08 Ven(LL) Na - me 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) 0.00 3 n/a his BCDL 10.0 Code FBC2017/TP12014 Mai Weight: 101b FT=0% LUMBER - TOP CHORD 2x4 SP Ni BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Hoe 1=15(LC 11) Max Uplift 1=21(LC 12), 3=21(LC 12) Max Grev 1=140(LC 1), 3=140(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf, hot 511; B-1081t; L=65ff; eave=7ftl Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exleriol(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joints) 1, 3. `Ii �qiIII I I IIIff" , ��%a ER P, p ��ii v�CENSFN2,,�i i ii No 22839 ii Ir 9 A F .•�J� O R 1 p GN Ii ��2`ISI�ONA�I E�P`• Walter P. Finn PE No.22839 MITek USA Inc. EL Cart 6634 6934 Parke East Blvd. Tampa FL 33610 Bate: June 12,2020 ®WARNING-Variry design Pararnelers and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PACE MII-04ID rev. 10N2Q0fa BEFORE USE Design valid for use only with MiTek® connedars. This design Is based only upon parameters shown, and Is for an indlvkual building component, no a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulld'mgdealga. Brecing lMicated is to prevent huddling cfmiAdual tmssaiband/or Nord members only. Manorial temporary and permenend bracing MiTek' is ahvays required for stability and to prevent cmlapae wig possible personal injury and properly damage. Forgeneml gulpance regarding the fggicaean,storage, dellvery,eredionexcradng oltmssesandtmsssigrems,sea ANSIRPll quality Meech, MB49 and SCSI Bullaing Component Bass Parke East Blvd. Sa raylnrormagon avallable ham Tress Plate Insldute, 218 N. Lee Sired, Suea 312, Alexandila, VA2Y514. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition T20456757 1396B9 V8 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34M 2x4 - 1.4 II tied = 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 1215:11:52 2020 Page 1 ID:kkoUBJOmZEIgOJrfE"HarAldC4OgWfJryS anljwWEtotw3dlWwlUvyszc9zxuhz7 fr LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/dell L/d TCLL 30.0 Plate Grip DOL 1..33 TC 0.43 Vert(CL) We - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Ven(CT) n/a - rule 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Hoa(CT) 0.00 3 his, n/a BCOL 10.0 Code FBC20177TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SIP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Hoa 1=-38(LC 10) Max Uplift 1=-36(LC 12), 3=-36(LC 12), 4=-36(LC 12) Max Gmv 1=181(LC 1), 3=181(LC 1).4=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Its) or less except when shown. WEBS 2-4=-277/185 SY-nRCn8 2x4 C PLATES GRIP MT20 2441190 Weight: 24 he FT = 0 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.OpsY h=15f1; 8=108ft; L=651t; eave=7R; Cat. II; Exp B; Encl., GCpl=0.18; M WFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 10.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 chore and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joinl(e) 1, 3, 4. 1 SR G E N ! No 22839 It 4 (C ORit ,loN A Walter P. Finn PE No.22839 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING Verify deal,. Parameters antl READ NOTES ON THIS AND INCLUDED Mi REFERENCE PAGE MY7473 rov. 1010312015 BEFORE USE. Design valid for use only with MTek® conneclars. This design Is based only upon parameters shown, and is for an Individual building componem, not ��• a truss system. Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design Into the overall indicated is to bucNing Individual truss web arbor chord members any. Addhbnaltemporeryadpermanembracing M)Tek' bWdingdesign. among prevent of Is always retuned for stability and to prevent collapse wM possible personal Injury and mipaM damage. For general guidance regarding 0e fabrication, storage, calvary, mearcn and bracing o/trusses and truss systems,see ANSIMPll Duality Ddrer4, DSB49 and SCSI Building Domponanf 6904 Parke East BIM. Salayinformafion available from Truss Male Institute, 218 N. Lee SmwsL Suee 312, Nexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition no4ss7s6 J39689 V12 GABLE 1 1 Job Reference (optional) Cast coast truss, rt, riero9, rL 39B40 4xe = 2 d.3au s May B 2Dm Mn ek Industries, Inc. 1-ri Jun 1215:11:bu 2D2u Scale =1:18.9 4 3x4 4 1x4 II 3x4 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) gdell Ud TCLL 30.0 Plate GAP DOL 1.33 TC 0.87 Vert(ILL) Tile - We 999 TCDL 15.0 Lumber COL. 1.33 BC 0.48 Ved(CT) n/a - Tile 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(CT) 0.00 3 WEI n/a BCDL 10.0 Code FBC2017/7PI2014 Matfix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=12-0-0.3m12-0-0,4=12-0-0 Max Horz 1=-61(LC 10) Max Uplift 1=46(LC 12), 3=-46(LC 12), 4=-80(LC 12) Meal 1=264(LC 21), 3=264(LC 22), 4=646(LC 1) FORCES. (Ib) - Mau:. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 24=-477/280 PLATES GRIP MT20 244/190 Weight: 38111 FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or2-2.0 do purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Ops1; BCDL=3.0psf, h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 10Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. JER G E N i `% ✓�\ S�•• i No 22839 : 9 � 41 ��i CCS • O R 10. •�Z�� If it, 81111111111"' Walter P. Finn PE No22839 li USA. Inc. EL Cart 6834 B904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING - Vestry resign parametvs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEM114Q3 rev. 10/03/2015 BEFORE USE. aaaaa Design valid bar use any with MITecloconnecbam. This design Is based only upon parameters shown, and Is bar an Immanuel building component, n01 VVE! a truss system.Befare use, the building designer must verily the applicabilily of design parameters and properly lnwryomie his design Into the overall bull0ingdesign. Bracing Indicated is to prevent bucking of Individual tmas web and/or chord members any. Additional temporary and Monument bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and parody damage. For general guidance regarding the IabrlaBtlon, SlOmge. dellee(y, aredlon and bacing of Indiana and bass Systems, see ANSUTP/10uaffry Cdreda, DSB49 and Bear Buflding Component 6904 Parke East BNd. Sakrylnbrmadon avallable rmm Truss Plate InMRWO.218 N. Lee Mmd, Suae 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Tmss Type Dry Ply Dechiaro Addition T20456759 J39689 V16 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries. Inc. Fri Jun 12 15:11:51 2020 Page 1 IdEewHazAldCroCGBFzgKhgSwhZLKgAHeOs47gWOFAUGpOVENLEz7_IS Scale=1:25.3 44 = 3xd e 7 8 i 1x4 II ix4 II 1x4 11 3x4 C 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vei rda - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 VeR(CT) rule - n/a 999 BCLL 0.0 a Rep Stress Ina YES WB 0.08 Holz(CT) 0.00 5 No n/a BCDL 10.0 Code FBC2017R'PI2014 Matnx-S Weight: 55 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP NO.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (Ii- Max Horz 1=84(LC 11) Max Uplift All uplift 100 Ib of less at jcint(s) 1, 5, 7, 8, 6 Max Gmv All reactions 250 Ito or less at joints) 1, 5 except 7=383(LC 1), 8=476(LC 21). 6=476(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-306/87, 2-8=389/262, 4-6=-389/262 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasci=124ri TCDL=ZOpsf; BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 6-8-12. Interior(1) 6-B-12 to 8-0-0, Exterior(2) B-0-0 to 14-0-0, Interior(1) 14-0-0 to 15-3-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other five loads. 6) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ID uplift al joint(s) 1, 5, 7, B. 6. C i No 22839 aa aw fl *.:rz aw 90: OF .w O R 1 � p •�l'S'S/ONAI- E%C1,�� Walter P. Put PE Ni MITek USA, Ine. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-0473 rev. 10N31415 BEFORE USE. wwwa Design who Ior use any with MITek®connectan. This design Is based only upon parameters shown, and is for an Individual building component, not a mass system. Before use, the building dealli must vern applicability ofdesign parameters and propedylncolpumte this design into the overall ��• buiMingdesign. Bracing lndloated is to prevent bealing of individual truss web and/or shod members only.. AdditionaltemporarymWpermanentbracing MiTek' Is always required for Mobility and to prevent collapse wet possible personal Injury and propeM damage. Forgenealguida modaMingthe fabdams, Morege, dellvery,eredlon and bracing oftmsses and truss systems, see ANSWPIf Quality ableda, DSB49 and BCSl Building Component 6904 Parke Fast Bad. Sehylnbrmedan available from Tmss Plate Institute, 218 N. Lee Street, Sude 312. Xibrandda, VA22316 Tampa, FL 36610 Job Truss TrussType City Ply Dechiaro Addition T20456760 J35689 ZCJ1 Jack -Open 14 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MTek Intl -Strips. Inc. Fri Jun 12 15:11:53 2020 Page 1 ID:kkoUBJOrnZEIgOJRE"HazAIdC-YaOugesbDHieMVjobJ6TH9PnK6OePy6rpjU07z7 fq 0-11-0 0.11-0 Scale: 1.5"=T Plate Offsets (%,Y)— (2:0-1-2,0-00] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Ven(LL) 0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hors(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 6lb FT=O% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=110echanical Max Harz 2=62(LC 12) Max Uplift 3=-54(LC 1), 2=205(1-C 12). 4=101(LC 1) Max Grav 3=39(LC 12), 2=442(LC 1),.4=66(LC 12) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-114 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.0pst; BCDL=3.0pst; h=15ft; B=108ft; L=65ft; eave=7ft; Cal. II; Exp B; Encl., GCpi iQ MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0.degree rotation about its center. 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 IO.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3 except (jl=lb) 2=205, 4=101. 00 'V........... E N , 4? �\ S�.. No 22839 =-U'. 2 � OF C 1/0 11111 Wafter P. Rnn PE No.22839 MTek USA, Ina R. Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING Venry design pacvmerers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MIF7473— 1010312015 BEFORE USE. Design valid for use only with MTeWconnectors. This design is based only upon parameters shown, and Is far an millvldual balding component riot a truss system. Before use, the building designer must very the applicability of design paremetera and properly scoramis. this design into the overall ��Y�• bulNingdesign. Bracing Indicated is to prevent buckling of Individual bussweb andlor shod members coy Additional temporary and permanent bracing WOW Is always repulred for stability and to prevent collapse with possible personal Injury and property damp, For general guHered regarding the Iabdration,storage, delivery. Inaction and bracing of trusses and buss Systems, sae ANSI/TPrl Quality Msmre, DSBd9eAd BCW Building component 6904 Parke East BIM. Ssfofyldmmdon available from Truss Plate Institute. 21a N. Lee Street, Suite 312, Alexandre, VA 22314. Tampa, FL 36610 russ --atype ty y Decnlaro Addalon T20456T61 Po J39889 ZCJ1B Jeck-Open 2 1 Jab Reference (optional) 'East Coast Trans. R. Pierce, FL U948 5.00 12 a.330 s Mey 62020 MITek Indusums, Inc. Fd Jun 1216:50:48 2020 Page 1 ID: kkoUBJOmZE19OJBEMHaz IdMC'Xw4R12ksKre_5g2oLhlbaBNRWayMESOpnbrYlHz7 5L 3x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. Scale: 1.6'=1' Plate Offsets (X Y)— [2:0.0-2 0.0-0] LOADING (pap SPACING- 2-0-0 CSI. DEFL. in (roc) Men L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.65 Ven(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 'Lumber DOL 1.33 SC 0.48 Ven(CT) -0.OD 7 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 me n/a BCDL 10.0 Code FBC2017/fPI2014 Matrix -MP Weight: 6lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 4-287/Mechanical, 3=0/Mechanical Max Hoa 4=-976(LC 1), 3=976(LC 1) Max Uplift 4=100(LC 12) Max Grav 4=287(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-914/900 BOTCHORD 2-4=-976/1111 BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11A oc purlins. BOTCHORD Rigid ceiling directly applied or 543 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsp BCOL=3.0psF, h=15ft; B=10811; L=65ff; eave=7f: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) - This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint 4. LOAD CASE(S) Standard ♦ I �J♦ ��C E N SF :.I No 22839 = 0 -fr z OF 9�: :��/Z iT�• .` Wafter R Finn PE No.22839 Mffek USA, Ine. R. Cent 6834 69134 Parke Fast Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473rev. 10/034015 BEFORE USE. Design valk roruse only with MRek®connectors. This design Is based my upon paremners shown, and is for an Indiddual bullding component not ��• a buss system. Before use, the building designer must verify me appllmb0ly of design parameters and properly Intemperate this design Into the overall buildingdesign. Bacing indicated is to buckling ofindivIdualtruss web andlorchora members only. Adddlonal temporary and permanent bracing WOW prevent Is always restinedfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabricated, aterage, deliveryry erection and bracing of Wsaea and truss Systems. see ANSWplf Quarto, Creeds, OSB49 and SCSI euffding Component Sefnrylnformatldn available frem Tmss Plate Insidute, 219 N. Lee Stme, Bude 312, Alexandria, VA22314. 6904 Puke Fast BIW. FL 36510 Tampa, Job Tress Truss Type Oty Ply Dechiaro Addition T20456762 J39689 ZCJ3 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce. FL 34M 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 12 15.11:54 2020 Page 1 6cee=1:12.2 Plate Offsets (%,Y)— j2:0-1-2 Edge] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Ved(LL) -0.00 4-7 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.33 BC 0.13 Ved(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 HoR(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 13 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=0echanical, 2b-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=15(LC 9), 2=-136(LC 12) Max Gray 3=77(LC 17), 2=409(LC 1). 4=44(LC 3) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.0psf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat U; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exteror(2) zone;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL=1.60 plate gap DOL=1.60 2) As requested. plates have not been designed to provide for placement tolerances or mugh handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about IS center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except Qt=16) 2=136. `,111111111//I� %0 (ER P p�01, P\'.......... G E N S2a -Sr No 22839 0 ••��` Walter P. Finn PE No.22839 MITek USA,Inc. R. Cert6634 69%Parke East Blvd. Tampa FL 33610 Bale: June 12,2020 ®WARNING -Verily designpanmelers and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M67473 ray. IO/WQ015 BEFORE USE. ! Design validfar use only with hirroMoonneclom. This design Is based only upon perimeters Wnam, end is raise Individual WIM, maaea. ,not q■ a Wss system. Before use, me baking designer musivenlythe applxabSly of design parameters and propedy Ncoryorde Nis deep We die owrie building design. BoxinBim"valad is to prawMbuIXWg af'uMiridual truss web andlOr Ward members ONy. MdOonaltemperiryandpereammbricing MiTek' k alaays required foratabifty end to pmwM wUapN vmh p S$ide pmsmul iNury and pmpeny damage. Forgemnal guoanoe regarding the fabrication. storage, delivery, emetlon and bmeng of Musses and Muss systems. We ANSVTPII Ouanry CaMerfs, 0&13J89 end BCS1 Building Component ag04 Panne Emt ew. Sereryln/armmfen available Mom Truss male InstiMe, 210 N. Lee Slrcel, Suee ]12, Nexendda, VA 22]ts. Tampa, FL 36610 Job Truss Truss Type City Ply Dechiaro Addition T204567fi3 139689 ZCJ3A JACK -OPEN 1 1 Job Reference (options]) Truss, FL Pierce, FL 34946 62020 MiTek Industries. Inc Fri Jun 12 15:11:55 2020 OA-0 2-114 I o4w 2.34 I 1 kl Scale=1:12.2 Plate Offsets (X,Y)— (2:0-0-2 0-0-0( (2:0-1-40.11-141 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Ved(LL) -0.01 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(CT) -0.01 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.DO 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 141b FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=04-8, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=9(LC 9), 2=177(LC 12), 4=39(LC 1) Maz Grav 3=15(LC 8), 2=533(LC 1).4=34(LC 12) FORCES. (Ib)-Mara. Comp.IMax. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD Rigid Ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf; BCDL=3.Opsf; h=15ft; B=10811; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exleror(2) zone; Cantilever left exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or Tough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 3, 4 except Ut=1b) 2=177. ,3� ..Issr .. E I. ! a a Fi�'v � No 22839 a 9�t �CiC •lv�• O R I P' �ONA� �1%is Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R 33610 Date: June 12,2020 ®WARNING. Verity Eev9nperameMn and READ NOTES ON THIS AND WCLUDEDMITEKREFERENCE PAGE 0I-7473 rev. 10A)M01SBEFORE USE. Design valid for use orlywah MTeWconnMOB. This design Is based tarry upon parameters shown, "is for an hldivldual Wetting oomptanaM not a Wes system. Before use, W building designamiut verityme appgcabin, of design parameters and propedyinwiparee Nis design We the owns) bidders design. Smorigiaolkaled is to prewntbucidig of NdMdual Wss web Driver Cod reembersoNy. AddaiOns temporary alxl peemanent braWg MiTek' is always required for stability and to prevent coUrne wM ptas4Ne p utoreal Injury and property damage. Forgenend) guidance regaining me fabdra)ion,Nomge,devq.emGonmdbmdNd Wsse5aM Sseynems. see ANSWR/0ualiy Conn., DS8419 and SCSI Building Component 6904 pinks East evil.Safeyinformatlon awg bler Tmss RMe)ns Ve,210N.Lea Street,aufte3lZAlexandria,VA22314. Tampa, FL 36610 Truss Truss Type Oy Ply Dechiaro Atltlilion I.Job T20456764 J39689 ZCJ3B Jack -Open 1 1 Job Reference (optional) Last coast truss, ht. PIe(Ce, FL 34945 8.330 s May 6 2020 MiTek Industries, Inc. Fri Jun 1215:11:55 2020 Page 1 ID:kkoUBJOm7EIgOJr(EmHazAidG-VzWe5KtrivyMABfSV?LaYiFs77me6JSPI7CbU?z7 fo 2414 2-114 Scale=1:1D.6 �)B Plate Offsets (X,Y)— ry:0-0-14,0-0-01 LOADING (pq SPACING- 2-D-0 CSI. DEFL. In (loc) I/deff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.22 Ven(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Ven(CT) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hom(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1lilechanical, 2=11,1echanical, 3=10echanical Max Holz 1=43(LC 12) Max Uplift 1=14(LC 12), 2=71(LC 12), 3=2(1_C 12) Max Gmv 1=158(LC 1), 2=108(LC 1), 3=55(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Wind; ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.OpsY h=15ft; B=10811; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live Toed nonconcomenl with any other live loads. 5) ' This truss has been designed for a live load of 1 O.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 241.0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections, 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift at joint(s) 1, 2, 3. `111111111//�� %� -(ER P %,*P\ .G E N S %NP i-�0', No 22839 �p0q .. On OR1O P' N��.`` .. ,4.�, SS • �C1 *% i�� 10Np110,�0 Walter P. Finn PE No.22839 Mfrek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: June 12,2020 AwARNINo- Vedfydeslgn Parsmerers and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGEMIP7473 rvv. lnN3aO15 BEFORE USE. Design valid for use onywxh Mnew0connectom. This design Is based any upon parom truss shown, and Is for an IMINdual building Component, not a truss system, Before use, the building designer must vedy Me eppcoli ley of design parameters and properly Incoryomle this design Inca the overall Building design. Bracing Indicated Is to proveril buckling M Individual truss web andlbr Chord members ony.ALd'Nonal temporary and purnmenl bracing MiTek- is always required for stability and to prevent cceapse with possible personal Injury and pmpeM damage. Forgenem guManCo regarding me fand'aBon.Monte, tleirvery,er¢dibn and bmdn0 olaussesandtruss systema.xe ANSVfRl Dw4ly Crneda DSBd9ond8CSl Building Component 69eIPm1.Ea AIdwd Worylnrortnadoo available from Truss Raze InsfYute, 218 N. Lee Street, BUR. 312. Am andda, VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply Dechiero Atltlition T20456765 J39689 ZCJS Jack -Open 5 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MITek Industries, Inc. Fri Jun 12 15:11:56 2020 Page 1 ID:kkoUBJOmZElgOJrfEmHarAldC-z9301guTWC4CnKErTjtp4vnxPX4LrmiZXnx81Sz7 fn -2-0-0 4.114 24 -0 4.114 Scalpel 16.3 4.114 4.114 Plate Offsets (X,Y)— (2:0-0-2,0-041) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Ved(LL) 0,03 4-7 o999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoiz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 19 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (size) 3=10echanical, 2=0.8-0, 4=Mechanical Max Ho¢ 2=121(LC 12) Max Uplift 3=45(LC 12), 2=131(LC 12) Max Grav 3=172(LC 1), 2-092(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structure[ mod sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vug=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsp SCDL=3.0psf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-D-11 to 3-11-5, Interior(1) 3-11-5 to 4-1041 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about ids center. 4) This truss has been designed for a 10.0 psf bottom chard live load noncencument with any other live loads. 5) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001le uplift at joint(s) 3 except Qt=lb) 2=131. 8) This Wss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. JJ�Qvie" in, EN!F��Y'L�'so No 22839 we *: :* 9O : a A F .40., we Walter P. plan PE No.22839 MRek USA. Inc. R. Cart 66M 6904 Parke East Blvd. Tampa FL33610 Data: June 12,2020 ®WARNING VaNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II4473 rev. 101031205 BEFORE USE. Design valid forum onlywth MTeWconnadd6. Tks design Is based only upon parameters shown, and Is for an individual bulking component, not Games system. Before use, Be bulking designer must verity flea appiirabloy of design parameters and p opedy Incorporate this design into Be overall bWkingdoslgn. ending indicated is to prevent buckling ofindlAdual Wss web andlor chord members any. PddNonal temporeryaM permenam bredng M!Tek' Is always required for stability and to prevent collapse wi3 possible personal Injury and property damage. Forgene of guidance regarding the fabtcatlon,storage, delivery. eRCWn and brecog MW9ses and bees systems. eeo MapTPn Duality Canada, DSBA9 and Best Building Component 69e4 Parke Ears Blvd. saretym/wamadon eyambla nont TNsa ware mnBna, z1e ra Lee street. sure 312 aexanane, vA2zJt4. Tampa. FL 36610 Job Truss Truss Type Oy Ply Dechiam Addition T20456766 J39689 ZCJSA JACK -OPEN 1 1 Job Reference (optional) nuea, r,. ritnue, rL arevo BABB Inc. Fri Jun 1215:11:57 2020 Page 1 04-0 411-0 I 04-0 1. 4-3-4 I Scale=1:16.3 Plate Offsets ((,Y)— f2:0-1-140-0-101 (2:0-1-40-11-141 LOADING (ii SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Ved(LL) -0.02 4.9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 SC 0.48 Vert(CT) -0.03 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.01 3 We nra BCDL 10.0 ' Code FBC2017rTP12014 Matrix -AS Weight: 20 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0.4-8, 4=Mechanical Max Horz 2-121(LC 12) Max Uplift 3=-30(LC 12), 2=152(LC 12) Max Gre, 3-124(LC 17), 2=570(LC 1), 4=66(LC 3) FORCES. (ID) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=7.Opsf, BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; M WFRS (directional) and C-C Exter or(2)-2-0-11 to 3-11-5, Interior(1) 3-11-5 to 4-10.8 zone; Cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its winter. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 1001b uplift at joint(s) 3 except 61=11i) 2=152. 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 chard. ,`tillII 11111j", oy JVEER P Z i�i No 22839 +: � A iO�CC• R I Q SONAI Walter P.Rnn PE Nc.22839 Mffak USA, Inc. R. Carl 66M 6904 Parke East Blvd. Tampa FL 33610 gale: June 12,2020 AWARNING- VerirydsN r,ararnsI— and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIId473rov. IOM312015 BEFORE USE. • Design valid far use only with MTekob connectors. This design is based only upon parameters shown, and is for an i,MiriLual building component, not a truss system. Before use, the building designer must verify me applicability of design parameters and property incoryoMe thb design into the overall bulldingdeagn. Bmcing Indicated is to prevent buckling oflndivldual truss web andlorchord members only. Additional temporary, and permanent boosting M!Tek' Is always required for stabiliyand to prevent collapse with possible personal Injury and property damage. For general guidance regarding No fabdcatlon, storage. delivery, erection and bradng of tosses and truss systems, see ANSIMPlf Duelly Crffeda, DS849 and SCSI 8u11ding Componenr 6904 Pa es East BNd. SareylMermaflon available from Toss Plate Instft0o, 218 N. Lae Street. Suite 312, Nexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Dty Ply Dechiaro Addition T20465767 J39689 ZEJ2 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34M W = 2-0 8.330 s May 62020 MTek Industries, Inc. Fri Jun 12 15:11:57 2020 Page t ID.kkoUBJOmZEIgOJrfEmHazAldC-RLdPWOv5HWC3PUpU1 Q02d7KEcxUuaDyimRh1Zuz7 fm Scale =18.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) gdeD L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.09 Ved(LL) -0.00 6 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.33 BC 0.10 Ved(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Hom(CT) -0.00 2 n/a IVa BCDL 10.0 Code FBC2017yrP12014 Matrix -MP Weight 6lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=30(LC 12) Max Uplift 1=-9(LC 12), 2=-20(LC 12).3=-3(1_C 12) Max Grav 1=109(LC 1).2=72(LC 1).3=38(LC 3) FORCES. (lb) - Max. Comp.IMax. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsr; BCD1_=3.0psf; h=15ft; B=106ft; L=65ft; eave=7ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handring and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load noncencurrent with any other live loads. 5)' This truss has been designed for a live load of 1O.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide \\\ER aP, will fit between the bottom chord and any other members. 6)Refer to giMar(s)for truss to truss connections. \ \``\P~\,JFZ 400 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at Joint(s) 1, 2, 3. ,\\ � V •�G E N S -- • y �I0, F.' 0 � No 22839 r Tir 90: Tfi OF ts'S��NA� ��\��• Walter P. Ran PE No.22839 MITek USA, Inc. R. Cad 6634 69D4 Parke East Blvd. Tampa FL 33810 Data: June 12,2020 ®WARNING- Venry EesignparameI antl READ NOTES ON TMS AND INCLUDED MITEKREFERENCE PACE 41II1473rw. IM342015 BEFORE USE. Design vaad foruse onlyweh MReMoonnectars. This design Is based any open parameters sheen, and Is teen iMivitluel Wffdiy compomnt no a truss system. Bafae us, the building designM musfveny Ne appicabifM of desgn parameters and propery involometlds design We the overall ��.��•YYY buiWip design. Bracing indioved is to pnNent budding of mdMdual buss web anwa Nord members only. Additional temporary and pumment bracing WOW Isalleysr uhedbrstaEyaMtopmwMmllapmwOpossiblepommi IdWu dpmpeMd8mW. ForgenetsguWarcen,gaNingme fabrication, storage,delivery,oedbn and bradng oftmsses and hues Wsfems, aee AWITIP11 Ouagy Cdrorfa, DS19419 andSCM Building Component 6904 Parke Eau Blvd. Seterylnturmaton avaeabi$fmm TNas PIMeIngftte,218N.t S M,Sufta312,4dM,VA22314. Tampa. FL 36610 Job Tmss Tmss Type Otte ply Dechiaro Addition T209567fi8 J39689 ZEJ2A Jack -Open Girder 1 1 Job Reference (optional) Truss, Ft. Pierce, FL 39946 - 8.330 s May 62020 MTek Industries, Inc. Fri Jun 12 15:11:58 2020 Page 1 ID:kkoUBJOrnZEIgOJrfEmMaT ldC-vYBnjMY42gKwi e0gb8vHAKtP0LoRJgCY/50F5Kz7 g 2.0-0 2-0-0 2x4 = 8aa1e =1:8] LOADING (psf) SPACING- 2-M CSI. Di in (too) Ildefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TO 0.11 Ven(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 SC 0.15 Vert(CT) -0.00 3.6 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hom(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 6 Its FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Hoa 1=30(LC 8) Max Uplift 1=-18(LC 8), 2=24(LC 8), 3=1o(LC 8) Max Grav 1=172(LC 1), 2=97(LC 1), 3cui 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 2501 or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15f; 8=108ft; L=6511; eave=7tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant with any other live loads. 4) • This truss has been designed for a live load of Ia.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 7) Use Simpson Strong -Tie U24 (4-1Od Girder, 2-1Odx1 112 Truss, Single Ply Girder) or equivalent at 1-1-1 from the left end to Connect busses) to back face of bottom chord. 8) Fill all nail holes where hanger is in Contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate,lncrease=1.33 Uniform Loads (pin Vert: 1-2=90, 3-4=20 Concentrated Loads (Ib) Vert: Inin (B) , F��'y No 22839 J cc �0: 7 $ O F :;!N O R 1 Ar "ONA� 01��`� Walter P, Finn PE No.22839 MITek USA, Inc. R. Cart 6624 6904 Parke East Blvd. Tampa R.33610 Date: June 12,2020 ®WARNING- Verilyd.silnparam.ue and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE All rev. 1010312015 BEFORE USE. Design valid for use onlywith MrekA connectors. This design is based ony upon parameters shown, and is far an M iNdual building component, net a truss system. Before use, the building designer must verify Me eppllwbiliy of design parameters and properly Inco porLe Nis design into the overall bulldingdesign. Bracing Indicated is to prevent buckling ofindiAdual truss web andlorchord membersonly. Additional temporary and pemlenest braeing WOW Is always required for stably and to prevent collapse wnh possible personal Injury and property damage. Forgenerat guldence regarding the fabdratlon, stei deliveryry ens iaa and bear, oftni and Mine Systems, see ANSVIPIf duivi Cdrada, PS849 and SCSI Building Component 6904 Paris East Blvd. Saferyfmm lnetlon availablefrom Tmss Plataingduto,218N.Lee Street,Sube312,Rt andna,VA22314. Tampa FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition T20456769 139689 ZEJ3 JACK -OPEN 3 1 Job Reference (optional) was, Ft. Pierre, FL 34946 8.330 s May 6 2020 MTek Industries, Inc. Fn Jun 12 15:11:59 2020 Page 1 ID:kkoUBJOm2EIgOJrIEewHazAldC.Nkl9xiwLp7SneortBrGWYPRGl8g27R7DIAodnz7 fk 2-0-0 3-0-0 2 0-0 3-0-0 Scale = 1:12.4 3-M 3-00 Plate Offsets (X,Y)— [2:0-1-2,Edgel LOADING (psi) SPACING- 2-D-0 CSI. DEFL. in ([cc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 VerI LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Fife FIG BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 131b FT=0% LUMBER - TOP CHORD 2x4 SO No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=1viechanical Max Horz 2=92(LC 12) Max Uplift 3=15(LC 9), 2=136(LC 12) Max Grant 3=80(LC 17). 2=411(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Intl or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.OpsF BCDL=3.Opsf; h=15R; B=108tt; L=65tt; eave=7tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuff ant with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 3 except at -lb) 2=136. ss �IERfP,F��i o P� . �N No 22839 9O: aAl"U�0 F ♦ Walter P. Finn PE No22839 MTek USA. Inc. FL Can 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING. Vrdf drsmnparamolersanC READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111II-7473Tov. 1WO312015 BEFORE USE. Design valid far use may with MRakdecormsems. This design is based any upon parameters Shawn, and Is for an individual building component, not a truss system. Before use, the building designer must very the Oppilc blit, of design parameters and property Incomorate this design into the overall buildingdesign. among lndlcoted is to prevent buckling of Individual truss web andlor chord members only. MBNonaltempprery and permanent bracing M!Tek' b always required for stability and to prevent collapse with possible personal injury and propeM damage. For general guidance regarding the fabrication,stomga, delivery, emission and bracing of busses and Voss systems, see ANSI Pll Quality Corona, DSB49 end BCS1 Building Component 6904 Parke Fast Blvd. Sahoylnformaflnn available fmm Tmss Plata Instdute, 218 N. Lee Street, Suee 312, Alexandra, VA22314. Tampa, FL MID Job Truss Truss Type Cry Ply DechiaroAddition T20456770 J39689 ZEJ4 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s May 6 2020 MITek Industries, Inc. Fri Jun 12 15:11:59 2020 Page i ID:kkoUBJOmZEIgOJREmHazAldC-Nkl9xiwLp7Sneozl8rCWiYPSel7H27R7DIAodnz7 fk 4 4-0-0-M Scale =114.4 Plate Offsets (X Y)— f2:0-1-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/deb L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) -0.01 4-7 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.24 VergCT) -0.02 4-7 >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 FBC20177TPI2014 McMx-AS Weight: 16lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SIP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=107(LC 12) Max Uplift 3=3l(LC 12), 2=-132(LC 12) Max Gmv 3=128(LC 1), 2=450(LC 1), 4=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsf, h=15ft; B=108ft; L=6511; eave=7ft; Cat. 11; ESP B; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterior(2) zoni for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 1O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 3 except (jt=lb) 2=132. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 - .40 �O�nn•so Q' • �, �� `s Ofi, �• ;�� Walter P. Rnn PE No.22839 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ®WARNING - Venij, design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 44II-0473 rev. 1WO312015 BEFORE USE. Design valid for use only with Made connectors. This design is based Only upon parameters Shown, and is for an Individual bulSmg component, not a truss system. Before use, the building designer mug witty the applicability of design parameters and property incorporate his design into Uo overall to buckrng Individual truss andlor Chord members only. Additional temporary and bracing Mew buildingdeogn. Bracing lndiceled is prevent of web permanent Is always cooled for Mobility and to preweM collapse with possible persoml Injury and property damage. For general guidance regarding the fabdeatlon, Storage, delivery, erection and bracing of Ideasaddbass systems, see ANS17i OuaffiWCrgerta, DlB and Best Building Component 6964 Parke East BIM. SabrylnrormStlon available Wm Truss islate Institute, 219 N. Lee great, Suae 314, A1exanddS VA23314. Tampa, FL 3WO Jab Truss Truss Type Oty Ply Dechiaro Addition T20456771 139689 ZEJ7 Jack -Open 2 1 Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.330 s May 62020 MiTek Industries, Inc. Fri Jun 12 15:12:002020 Page 1 ID:kkoUBJOmZEIgOJrfEmHazAIdG+ JX82x_aRaeGyX3i2xIFIya88JxnZh8SPvMADzUjj -z-ao 7-ao z-o-o 7-ao Scale=120.4 741-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (led) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Veri(LL) 0.14 4-7 ,616 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vei -0.24 4-7 >343 180 BCLL 0.0 a Rep Stress Incr YES BNB 0.00 Hom(CT) 0.00 2 1 his BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 251b FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.3 BOTCHORD Rigid Ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=153(LC 12) Max Uplift 3=-74(LC 12), 2=135(LC 12) Mae Grav 3=266(LC 1), 2=594(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) at less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Ops0 BCDL=3.Opsf, h=1511; 8=108f1; L=65tt; eave=7tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 3-11-5, Interior(1) 3-11-5 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested. plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent won any other live loads. 5) ' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Fd 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 beading plate capable of withstanding 1001b'uplifl at joint(s) 3 except ljl=lb) 2=135. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,(ER FP,A.1''i No 22839 ♦ 0: �se R 10 P ��`♦ s118NAn 10?,�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: June 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ra, 1&0312015 BEFORE USE. Design valid for use only with MBeksD connection. This design is based only upon parameters shown, and Is lot an individual Wilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incoRorge, this design into the overall bulldNgdeslgn. Bracing indicated is to prevent buinfing ofindhinual Wes web andlorchord members Any. Motional lemporary and pe,manetd bracng MiTek' Is always required for slabllly and to prevent meapse with possible personal injury and property damage. For general guidance regarding the fabrication, Storage, delney,,erection and bracing of trusses and WAS systems, see ANMR If OualAy chamber DS849 and BCMI Building Component 6004 Padw East 9lvd. SararylnratmMio r avaiWble from Tmss PiMa Instdute, 216 N. Lee Street, Sude 312, Nexandda, VA22314. Tampa. FL 36610 Scale=120.3 2x4 = Plate Offsets (X Y)— [1:0-0-14 0.0.0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) 0.16 3-6 >510 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Veri -0.29 3.6 >284 180 BCLL 0.0 ' Rep Suess Incr YES WE 0.00 Hom(CT) 0.01 1 We Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 221b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Ho¢ 1=105(LC 12) Max Uplift 1=-34(LC 12), 2=82(LC 12) Max Grant 1=382(LC 1).2=279(LC 1). 3=130(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=7.Ops1; BCDL=3.OpsY h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0.0-0 to 6.0-0, Interior(1) 6-0-0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handing and erection Conditions, It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of I O.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 2. 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 sheeuock be applied directly to the bottom chord. y. ... I FAN �iO �S CENSF. v No 22839 :�O•eTr& •��. Wafter P. Finn PE No.22839 MITek USA, Inc. FL Cart 0111 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7ErLev.10103120156EFORE USE �� Design valid par use only sigh MmeW connegors. This design Is based any upon pargagers shown, and Is for an Individual bulang Component, not a truss system. Before use, the building designer mug veriy Ne applkabiliy or design parameters and properly incarporafe this design Into the overall buildiaga ign.BrzcingindicatedistopreventbucklingofIndividualtrusswebandlorchoMmembersony.Additionaltemporaryandpamlanenlbracing MiTek' Is always required rorstabilily and to prevent wilapsewdh possible personal injury and property damage. Forgenemlguldenceregardiagvie fabrication. gor�yya, deliveryry erection antl leasing ofWwar, ant truss syDems,sea ANSgi Duality Comdq DSB49 antl SCSI Building Component 68M Parke East Blvd. Seroglnsegas ad Bvailable pram Truss Rate lnMROe, 218 N. Lee OMM, Suda 312, Mexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechiaro Addition T20456773 J39689 ZEJ7B Jack -Open 4 1 P Job Reference (optional) v CGG as, .,..nor . ..1..,..,,� ..,n_ . ID:kkoUBJOrnZEIgOJrfEewHazAldCJ7tvLNycLIjVu66FGGS_n zVkrYdJWOslh3fvifz7 6-10-8 6-10-8 20 = 6-10.8 6-10 8 Scale =1:18B Plate Offsets (X Y)— f1:0-0-12 0-0-11 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Ven(LL) 0.16 3-6 >524 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(CT) -0.28 3-6 a293 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 1 No n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 211b FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=103(LC 12) Max Uplift 1=-33(LC 12), 2=82(LC 12) Max Grav 1=375(LC 1), 2=278(LC 1), 3=127(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsh, h=15ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree natation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 9) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. J` SR P �O DENS No 22839 O 2cc :9 O FRI %a,, Walter P. Finn PE No.22839 kil USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 AwARNMG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M167473 rev. 1010312015 BEFORE USE. —aw Design valid for use only whin MITeM cannectors. This tlesign IS based only upon parameters shown, and is for an indi.idual building component, flat atmss system. Before usa, the building designer must venfy, the applicability of design parameters and properly Incorporate Nis design into the overall buldIngdeslga. Bracing indicated iota prevent buckling of Individual "as web andlar chord members only. Additional temporary and permanent bracing M1Te1C Is always required for Stability ad to prevent cogapwwhh possible personal injury and properly damage. ForgenerLguldanceregardingthe fabrication. storage. delivery. emotion and bratlng oftmsses and buss Systems. we ANSVTRI Qualrfy Canada, DSB49 and BCSF Building Component 6904 Parka East Blvd. WWIRlmmrtron available from Truss Plata Insure. 218 N. Lea greet, Suhe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Dechiam Addition T20456774 J39689 ZEJ7C Jack -Closed Girder 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s May 6 2020 MiTek Industries, Inc. Fn Jun 12 15:12:02 2020 Page 1 ID:kkoUBJOmZEIgWrfEe HazAldC-nJRIZjzE52rMVFhRq=DKAlupy2OFTBRvjOTE5z7 fh 4x4 = 3 2x4 II Scale = 1:19.5 Plate Offsets (X V)— 11:0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Uoc) VdeB Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vertj -0.16 3-6 ,507 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vem(CT) -0.29 M >281 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hom(CT) 0.01 3 n/a Ole BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 31 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 1=0-8-0,3=Mechanical Max Hoe 1=1041LC 8) Max Uplift 1=-76(LC 8), 3=151(LC 8) Max Grav 1=759(LC 1), 3=1064(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/72 Structural wood sheathing directly applied or 5-5-7 oc pudins, except end verticals. Rigid ceiling directly applied or 7-3-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.0psf, BCDL=3.0psf; h=15ft; B=108ft; L=6511; eave=7ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 10.Ops/ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except Ut=1b) 3=151. 7) Use Simpson Strong -Tie U24 (4-1Od Girder, 2-1Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 6-4-12 to conned truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger Is in Contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plU Vert: 1-2=90, 1-3=20 Concentrated Loads Up) Vert: 6=-355(B) 7=-355(B) 8=360(B) v'(G Z No 22839 On 9 �On ��i tCs • . O R � �. tj�,�� Walter P. Ron PE N0.22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 12,2020 ® WARNING -VO1d dsw v Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid far use onlyw th MiTek® cannedo s. This design Is based ony upon parameters Shawn, end is for an huflMdual building component, ON a truss system. Before use, the bWding designer muatverdy the appficzbility of design parameters and propery Incorporate this design Into the owmtl bunfihildesign. Bracing Indicated lsto buckling m indMdualtmss web andlor Nord members only Addillonaltempomryand"Ammembracing MiTek' prevent IS SON, required foratabilaysnd to preveld collapse with possible personal injury and property damage. Forgemrslguldanceregamingthe ralmCation,storage. delivery, erection and bradng ottlusees and truss systems, we ANSOTP/l Cuellty Comda, BS8,89 and SCSI Building Component 6904 Parke East Blvd. SaterylnformeNan avallable fmm Truss Pima Institute, 219 N. Lee MmM, Sufte 3f 2, Alexandria, VA U314. Tampa, FL Seat Truss Tmas Type Oty Ply Dechiaro Addition IJob T20456775 J39689 ZHJ2 Dlegonal His Girder 2 1 Job Reference a tional East Coast Truss, Ft. Faeroe, FL 34946 8.330 s May 62020 MiTek Industries. Inc Fa Jun 12 15:12:03 2020 2 93 2-93 Style=1:11.2 Plate Offsets (X,V)— j2:0-0-12 Edgel LOADING (psry SPACING- 2-0.0 CST. DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Gap DOL 1.33 TC 0.89 Vert(LL) 0.01 4-7 -999 240 MT20 244/190 TCDL 1&0 Lumber DOL 1.33 BC 0.25 Vert(OT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Floa(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-MP Weight: 1316 FT=O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Ho¢ 2=76(LC 24) Max Uplift 3=18(LC 5), 2=-233(LC 8), 4=-75(LC 17) Max Gran, 3=36f -C 28), 2=503(LC 1), 4=58(LC 24) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 gle) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=7.Ops1; BCDL=3.Opsf; h=15ft; B=108ft; L=65ft; eave=7ft; Cat. If; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap 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 ANSIr-PI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 6) ' This truss has been designed for a live load of I O.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Ut=lb) 2=233, 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 35 lb down and 81 lb up at 1-4-15, and 3516 down and 81 Ib up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads fall) Vert: 1-3=90, 4-5=20 Concentrated Loads (lb) Vert: 8=85(F=43,B=43) No 22839 U ¢� R 1 G `� Walter P. Ran PE Ne.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dam: June 12,2020 ®WARNING Verily eeslgn Paramelen and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MIL1473mv. l"37015 BEFORE USE. a buts, user Mmelincmneuore.Thistleutn is Ease)may uponpare shown, nth utet Not Witefor are mebnend pmpery Nmrponte this een�into Naosema a Wssc/nign Baloleuse,gre building prop"is degeinto meo use, is revenermuetaserygnaal trussandign Mod EraWg EUGt melor mop"darenmy.Ageeiowltemaomryaneing hervibe Bracinstray MiTek' and penentnl Isalwayerxtu4etlforeney. antlbprey with personal the Is Agway; Gnu ins,.. pmpenyeamage. Forgeneralwfa, sa weh.AMo DSe 9andBNe tlmffab,mec donee, t, yste ARSVAU314.TRIf Quality Cmetla, OSRA9 and BCSl Building Campmant 6aea Parlor EastaNtl. Saferylnrormadon avaaaEle from Truas rune Inslane, 219 N. Lee Siren, Sucre 312 Alezaneda, VA 22]14. Sawityfandridenamunurflon Truss RMetn RWe.218N.LOO d.Su.e3l Tampa, FL a6610 JOD Truss Truss Type Oty Ply Dechiam Addition T20456776 J39689 ZHJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s May 6 2020 MITek Industries, Inc Fri Jun 12 15.12:032020 Page 1 ID:kkoUBJOmZEIgOJrfEmMazAldC-GV7gm3 ssMzD7PGeNhVStOa4YMW4 w4b8N8OmYz7 fg -2-9-15 2-0 10 4.23 2-315 I 2-0 10 Scale-1:13.9 �a 4.2.3 4-41 Plate Offsets (%,Y)— [2:0-1-4,Edge] LOADING (psf) SPACING- 2-0.0 CSL DEFL. in (too) Irdell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.89 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 Be 0.18 Vert(CT) 0.02 6-9 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.02 HoR(CT) 0.00 5 n/a We BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 20 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Hoe 2=91(LC 8) Max Uplift 4=36(LC 24), 2=229(LC 8), 5=-23(LC 17) Max Grav 4=103(LC 17), 2=517(LC 1). 5=66(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural mod sheathing directly applied or 4-2-3 oc puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0 Go bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf; BCDL=3.Opsf; h=15A; B=10811; L=651t; eave=7ft; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 last bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 5 except Gt=lb) 2=229. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 82 Ib up at 1-4-15, and 351b down and 82 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 5-7-20 Concentrated Loads (lb) Vert: 10=88(F=44,B=44) 11111111111 R N SF C % V F ii No 22839 O: TLi'z 13A F .4u Z �OF4S• ORIO• �j��` e *'OS,QNA"e%;%% Wafter P. Him PE No22839 MITek NSA, Ine. FL Carl 6634 8904 Parke East Blvd. Tampa FL 33610 D90: June 12,2020 ®WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7472 rev. 1WON2015 BEFORE USE. Design valid for use onywdh MReel con ebore. Tins design is based only upon parameters shown, and Is for an IMIWdual building wmponem,not a lase system. Before use, the building designer must worry Ue applkablli y of design parameters and pmpedy low r orate Nis design Wo the overall bwdingdesign. Bracing tdiaxted is to prevent trading ofddratmal bass web andlordlordmemben orry, Addranaltemponryaldpermanembracing M!Tek' D always reeumal for Stability and to prevem ac8apsewM possible personal injury and property damage. FargernimIguldarcaregareNgthe fabricator, bodies. deevery,eredion and bndng binders and buss systems, see 4143/1111 Qualify and., 09"9 and SCSI Builfng Component 69W Parka East Bad. SefefylNormaaon avaMbd9om Tnss Patel.dOe.218N.Lee Bb 9u9e31ZR.dM.VA=14. Talnpa, FL 36610 Scale: 314-=1' 5.7.2 5-7-2 Plate Offsets(X,1)— [2:0.1-0,Edgel LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) I/de8 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(L-) -0.04 6-9 499 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Ver(CT) -0.05 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maldx-MP Weight: 251b FT=0 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-7-2 GOpudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanica1, 2=0-10-15, 5=Mechanical Max Hoe 2=106(LC 24) Max Uplift 4=-35(LC 8). 2=-234(LC 8), 5=30(LC 5) Max Grav 4=124(LC 17), 2=569(LC 1), 5=153(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/69 BOTCHORD 2-6=-94/301 WEBS 3-6=-319/99 NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (&second gust) Vasd=124mph; TCDL=7.Opsh BCDL=3.Opsf, h=15ft; B=10811; L-65ft; eave-7ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 2) Plates checked for a plus or minus 0 degree rotation about Us center. FFF�, 3) This truss has been ve loads.,TTT3 any 4) This truss has been designed for a Hive load of 10.Opsf on gned for a 10.0 Pat bottom chord l the bottom chord Ive load n all nt areas where eallrectangle 3-6-0 tall by 2-0-0 wide SR P ��n4,� ��P��"I 'Vti a will fit between the bottom chord and any other members. �%% *P ...... N,•' SIs ••, ��0 5)Refer to glyder(s) for truss to truss connections. ;•�,� 6) Provide mechanical Connection (by others) of buss to bearing plate capable of withstanding 1001b uplift m)oint(s) 4, 5 except Qt=lb) `�� 2=234. No 22839 L •; 7) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated load(s) 90 Ib down and 60 lb up at * ! 4-2-15, and 76 Ib down and 39 lb up at 4-2-15 on lop chord, and 35 It, down and 82 Ib up at 1-4-15, 35 lb down and 82 Ib up at 1-4-15, and 30 lb down and 1311D up at 4-2-15, and 2911D down and 4lb up at 4-2-15 on bottom chord. The design/selection of .fl such connection device(s) Is the responsibility of others. OF ••�� •� 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). �� LOAD CASE(S) Standard Lip (balanced): Lumber Increase-1.33, Plate Increase=1.33 1) DeadUnifo- ,' `` 'S�Q .AL Roof Vert: 1-4=90, 5-7=20 Concentrated Loads (lb) Walter P. Finn PE No.22839 Vert: 11=88(F=44, B=44) 12=-20(F=-23, B=4) MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Deal: June 12,2020 ®WARNING -Verify dasher parameters antl READ NOTES ON THIS AND INCLUOEO MITEx REFERENCE PAGE MIIdJ)3 m¢ 10/03/2015 BEFORE USE. Design valid for use only Win MfreW connections. This design 15 based only upon parematem shown, end is for an individual building component, not ��• a Wee system. Before use, the building designer must wetly the apipstablty of design parameters and pnspedy fissiparous this design into the oveall buildingdesign. gracing Indicated is to proved building of lndAdual truss web andror chord members only. Addaionaluempoaryendpermanentbracing M!Tek' Is always required for stability end to answers collapse with postal personal Injury and pnoperydamage. Forgeneral guidance regarding the fabrication. storage, deliveryry erection andbreane d dresses ant buss systems,see ANSUIP11 Duality Cdtede, DSEI and SCSf Building Component Beat Pahl East Blvd. SeNyfnfdnnsi avagable been Truss Pine Inatilute, 218 K Lee Sbeet, auto 312, Alexandra, VA M14. Tampa. FL MID 5-2-9 5-2-9 I LOU Scale=1:23.3 5-2-9 474 Plate Offsets (%,Y)— [2:D-1-8,Edgel LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Ven(LL) -0.05 7-10 >999 240 MT20 244119D TCDL 15.0 Lumber DOL 1.33 BC 0.53 Ven(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.46 Hoa(CT) 0.01 5 n/a n1a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 431b FIT =0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SO No.3 REACTIONS. (size) 4=Mechanica1, 2=0-10-15, 5=Mechanical Max Horz 2=151(LC 8) Max Uplift 4=66(LC 8), 2=255(LC 8), 6=-38(LC 8) Max Grav 4=201(LC 1).2=801(LC 28), 5=399(LC 28) FORCES. (Ile) -Max. ComplMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1083/101 BOT CHORD 2-7=149/993, 6-7=149/993 WEBS 3.7=0/253, 3-6=10571159 BRACING. TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=7.Opsf BCDL=3.Opsh h=15ft; B=108ft; L=65ft; eave=7ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of I O.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will flt between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4, 5 except Qt=lb) 2=255. 7) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 40 Ile up at 4-2-15. 78 lb down and 40 Ile up at 4-2-15, and 129 ID down and 85 to up at 7-0-14, and 129 lb down and 85 to up at 7-0-14 on lop chord, and 35 lb down and 821b up at 1-4-15, 35 Ile down and 82 lb up at 1-4-15, 2916 down and 4lb up at 4-2-15, 291b dawn and 416 up at 4-2-15, and 45 lb down at 7-0-14. and 451b down at 7-0-14 on bottom chord. The designtseleclion of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-4=90, 5-8=20 Concentrated Loads (lb) Vert: 12=89(F=-45, B=45) 13=88(F=44, B=44) 14=8(F=4, B=4) 15=68(F=29, B=29) III If Ititt , VIER P. F1�� .......... E N F No 22839 9�: �� OF oca 0RIO--* 1 1 110NAL III 0irstillslillWalter P. Finn PE Nu.22839 MiTek USA, Inc. R. Celt 6634 6904 Padre Past Blvd. Tampa FL 33610 Bate: June 12,2020 ®WARNING -Verify design paramelen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN473 re✓. INOW015 BEFORE USE. Design valid for use only wM MTekOcumenors. This design is based only used parameters snows, and is for an Individual WOUiIg component, not a W33 system. Before use, Na bunting designer must mrs, to appliabiay of dongn parameters and protry nmryorwo this design into Me overuse Missing dealer. Brecht Indicated is la prevent bucking of individual Wu web anmer Hold members oath. Add3ional Mmporary ale aelmanen bracing MiTeW isakvaysreeuxedforslabilayandlopreaMmUa wwMp Wblepem mllnluryarkpmpe damage. Forgeneralguidancelegardilg Me fabreston, norage,deevery,eredicn and bracing ofbusms and buss systems, sea ANSglPII Duality Canada, DS"9 andBCSI 13u11tl/ng Component sage Parke East Bind. Sareryfrdormaaan availablehom Truss Rate lnnene, rate N. Lea Siren, Sum312, Neazndda,VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Pry Dechlaroaddrtion rzo4ssns J39689 ZHJ7A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 a May 62020 MTek Industries, Inc. Fri Jun 12 15:12.06 202D Page 1 ID.kkoUBJOmZE19OJrfEewHazAldC 94goP50k9HLo 17D3p29UOCZLiZUkBGJ1gLMgNtz7 fd 3x6 II • -'• r '• Special 0.10.9 I 62-9 I &t0-12 I "In" 0-10.9 40-1s 34L3 0.71-5 Scale -1248 Plate Offsets (X,Y)- 12:03-4.0-0-11,12:0.1-2.1-4-151 LOADING (psf) .SPACING- 2k0 CSI. DEFL. in (loc) gde8 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Ven(LL) 0.03 9 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) -0.03 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Hoa(CT) -0.01 5 n/a We BCDL 10.0 Code FBC20171TP12014 Mabrx-MS Weight: 481b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 4-7: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 5=1ulechanical, 2--0.".7-0-11-5 Max Horz 2=151(LC 24) Meet Uplift 5=57(LC 24), 2=-323(LC 8), 7=-97(LC 8) Max Grav 5=36(LC 6), 2=1074(LC 1). 7=590(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-526/46 BOTCHORD 2-8=85/432,7-8=85/432 WEBS 3-7=481/95,4-7=332/102 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vosd=124mph; TCDL=7.Opst BCDL=3.Opsf; h=1511; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp B; Encl., GCpi=0.18; M WFRS (directional); cantilever left exposed ; Lumber DOL, 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 10.Opsf on the boftom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at loint(s) S. 7 except (p=1b) 2=323. 7) Hanger(s) or other Connection devlce(s) shall be provided sufficient to support concentrated load(s) 78 In down and 23IS up at 4-2-15, 78 lb down and 40 In up at 4-2-15, and 105 Is down and 62 lb up. at 7-0-14, and 129 lb down and 851b up at 7-0-14 on top chord, and 259 Is down and 1291b up at 1-4-15, 32 Is down and 67 Ib up at 4-2-15, 29 Us down and 4Ib up at 4-2-15, and 38 It, down at 7-0-14, and 45 lb down at 7-0-14 on bottom chord. The designtselection of such Connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=90, 6-9=20 % %��,,,�PV\ No 22839 9Ot A F :��: i i litillitiO Walter P.Finn PE No.22839 MITek USA. Inc R. Cart 66M 69D4 Parka East Blvd. Tampa R-33610 Data., June 12,2020 n--- OR on Illegal ®WARNING -V.1d, efesl90 ParamNem and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII-0473 mv. 10/03/3a1S BEFORE USE. Design valiel for use only with MITeWWconnoctore. This design Is based only upon parameters shown, and is for an odiWdual building component, not a Bass system. Before use, theturding designer must vent' the applicability of design parameters antl prowdy Ncorporate this design Into Me owns] buildingdasign. Mooing Indicated is to prevent buckling of individual truss web droner 000 members only. Additional temporary and permanent trading M!Tek' Is dWase required for stability and to Mewed wilapse wen possible personal Inluryand property damage. Forgeneral guidance regarding the Component fabnnadon, storage. dentry so died and breUrg ottrusws ant Wee systems, see ANSUTPN closely centers, DSBA9 and BCS/ Bu0ern9 Comp rka 6904 PaEast Blvd.Sd7eylnbrmNon avab lefrem Tmss Ml eln=Ve,218NLeoB d.au1031ZMnandM,VAM14. Tampa, 1 35610 LOADCASE(S) Standard Concentrated Loads (Ib) Vert: 15=-48(F-3, S=45) 16=259(B) 17=34(F=31, E=4) 18=30(1o=-1, B=29) ®WARNING - Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE AVIJiTa rev. 101OMOU5 BEFORE USE. sen— Design valid for use ony, with MRak®mnnecrors. This design is based only, upon parameters shown, and is for an Individual bugding consumers, rim a truss system. Before use, the building designer must vent' the eppicability of design parameters and prepery incorporate this design Into the overall bugding design. Bracing Indicated is to prevent buckling of Individual MISS web endlor Nord members only. Addelonaltempoary and permanent bating MiTek' a always required for Stability anate prevent wgapseweh possible personal injury and profanity damage. Forgenemi guidance regadmi the febdplidm morage,degvery,ereetion and batlrg elWsuseM truss systems.see ANSVTPIr Due9y CrKerfe. DSBd9 and SCSI Building Component 6904 Parke Fast BM. SaA ylnbRwwdh n evalable hum Tmv Plate InettlWe, 216 N. Lee Street, Bude N2, Abxandda, VAg2S1A. Tampa, FL 36610 r I Symbols PLATE LOCATION AND ORIENTATION -�rj►'l ll�t—�� -�4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For 4 x 2 orientation, locale plates 0- Y4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIrfP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. of O 2 U IL 0 F- Numbering System u dimensions shown Inallxteenths II�(I (Drawings not to scale) BOTTOM CHORDS ❑ 0 O 0 U a O F- JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Tress bracing must be designed by an engineer. For wide muss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this muss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates an each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. S. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use Win fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter miss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 1S. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.