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"BUILDER'S WARNINGS ®_a— - ---- — WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACIING: SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR ALL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BYI, 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS INSTALLED PRIOR TO INSTALLING EAST COAST TRUSS: 2)PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING ANY TRUSSES! FAILURE TO DO SO MAY RESULT FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSi-131 S MMARY RESPONSIBILITY OF OTHERS. 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. TO THE CURRENT SIMPSON STRONG -TIE CATALOG IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS RAWINGS JENGINEERING TRUSS DRAWINGS. 12' 7 1 /2" 19' 4" 74' 4" 48' 0" 7' 6" 2 x x x x x x I Cl) toM x m a Q Q Q Q Q ti ✓� U U O w w w w w. w w c0 Ln V M N 1` co W CD N M C' In tD 1- 7) - o Nb III N N N N N N N 0 0 0 0 0 0 0 0 w w w w w U U Q Q Q' Q Q Q Q Q U U O U Q Q Q < N N N N N N N N N N N ATTACH (1) MTW20 STRAP FROM T.C. OF CORI JER ' JACKS TO T.C. OF I IP JACK ZCJ1 ZCJ1A ZCJ3H - -- -- -- CI 9 -7 I ,4„ \ ZCJ3A a I Imo, I 0'8n GP ZCJ5H I 1 CJ5 0D H13G I v ZCJ7 o .'I F T CL @ 10,-0" o 4 0 H12 co ZCJ9 o I I j - 0„ 0" 0" , 0, , 0„ , 0" , 0n , 0^ p" 0" 0" 0" 0n 0" 0n . V c KH26R OVERHANGS �H10 0 14' 0" 0 0nIV ZCJ11 ,-_" BY OTHERS I C15G 1la, D EP o FLAT CLG. o COFFER, 1T ; i i s @ W-on H09 l i ( I ( l '., j C14 1 t i � i 1. t _ 13 S, Q, ii ! 119'4" iD o H08 I ! 7 C13 I L o I l r _ + ( o H01 ----- --------- C12 i FLAT CLG: o H01 @ t C11 . 1' 1 1/2a f o o H01 r. L _ C11 o H01 C11 H01 Nis I i `t i C10 } o '10" H02 C09 o o 1 H03 i C08 2' 4" 10".DEEP "� 1 OVERHANGS ," COFFER o -BY OTHERS ED H04 1+ '. + r . C07 a o . I I H05 Est I C06 o FLAT CLG. �„ __. __ 1 T 8 @ 10'_0" > > > H06 C06 q H07G o C05 pffii I — -- .- ► n r a I �� >/i®f/iSGi ►��r_/.pC� %/�/:%►���i. �� , a��!►.►�i' Ir.��l���l�w•�� i�.►�,%� %�i, ��i ►��il►��/1►�� 1►����I���.L'Ew �l I _ ,,; . PAWL a I I N . I . OVERHANG ' -- BY OTHERS C O 18' 3 �y✓) N N a.. N N N N AM=' ENTRY TIMBER FRAMED BUILDER TO VERIFY AND C01 n BY OTHERS COORDINATE TRUSS AND TIMBER "DEEP 10" 10" FLAT CLCso 1/ I FRAMING RIDGELINES 2 11 1' COFFER @ CO2 ` 10 d" I 11 o I I 30' 5 11/2" I CO3 HEIGHT OF ENTRY RIDCELINE N I O U �S I AT 18'-8 1/8 A.F.F. TO 1/2" o C16G 0 ZCJ3 b o to ZCJ 1 7_ Truss Connector Total List 2 a Q M w W r_ N N N N a o FLAT CLG. @ 10'-0" V 7 1/4-1 _IdWT STOOGE I I ATTICSSEWCE I `... 1' 7 1/4' ' 6 0 0 0 r, b� U L) cL) w w w ww WW UU w N N N N N N N N N- N 25' 4" ZEJ3 Manuf Product Qty HJC26 1 N N N5 ZEJ3 y� HUS26 4 ti Do ZEJ3 U5P SKH26R 1 SUH24 6 Do D01 N WALL LEGEND 10' 0' A.F:F. a D01 D01 N DO DO D04G ZCJS ZCJ5 "I ZCJ3 ZCJ3 cJ1 Indicafes Leff End Of Truss zCJ1 On Layout & Engineerina Sheets IS' I � � Y JSr ►�. �I�� �� it%'�� Ns FLAT CLGi 1■ s 0 0 �� . •' �. CJ1 ZCJ3 CJ5 0 M CJ5 CJ3 CJ1 ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS 'amll E L I r EAST COAST Tf tJSS Q? SAF 5285 al. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE:17721466-2480 FAX: (772 466-5336 M CUSTOMER: Peaco Builders JOB NAME: Daniel Res. ADDRESS:TBD CITY/COUNTY: TBD/Martin JOB # J38874 MODEL:Custom SQ FT 5312 DATE 12/16/19 LATEST=/ / INACCORDANrE WITH THE FLORIDA ADMINISTRATIVE 1 TRATIVE ODE 61G15&31.003 (3) (0, EAST COAST TRUSS is the "Truss Design Engineer" Trusses ere designed is aer.,danee wiN the Florida Building Code I A NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges thatthisapproval authorizes EAST COAST TRUSS to manufacture these I 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 thoseof EAST Q COAST TRUSS. z I Signed: Date: LL CODE = FBC2017ITP12014 ASCE 7-10 DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY=11 EXPOSURE = B MWF SPEED =160 BUILDING TYPE =ENCLOSED g MEAN HEIGHT: 17' I A GRAVITY LOADS U W FLOOR: DUR FACTOR= 1.0 _ PSF=TCLL-TCDL-BCLL-BCDL Z ROOF: DUR FACTOR= 1.25 U) > PSF=TCLL-TCDL-BCLL-BCDL W 20.0-10.0-0.0-10A to U) LOADS PER FBC FRC `NON -CONCURRENT BC LL. 10psf �NZ/ ry CONCURRENT BC STORAGE LL 20 psf F— W (n DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING F— TOB = TOP OF BEARING TC = TOP CHORD W -' BC = BOTTOM CHORD (n o� s > 0, LL = LIVE LOAD a g ° ° s H , DL =DEAD LOAD w a g g< u m c a 0 psf = POUNDS PER SQUARE FOOT F— w 0 c °- w', n $ N # = POUNDS 7 UPLIFT MUST BY-PASS FLOOR TRUSSES 0,x UNLESS SHOWN ON ENGINEERED TRUSS { < .0 ° ; a ,9' DRAWING. O i V r D G 0;" M, 0) e ALL GIRDER/COLUMN LOADS MUST ' a 0 m 33, w BY-PASS FLOOR TRUSS UNLESS SHOWN 0 » $ ON ENGINEERED TRUSS DRAWING. 3 ° 2X6 STRONG BACK BRACING, 10'-O" O.C., IS a ; U m I 0 RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-Or' OR MORE O AUTION: SPANS GREATER THAN 30'- " UST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 O 5/1 /3 IN LENGTH AS THE SPAN OF THE TRUSS EING Q SET. REFER TO BCI-B1 FOR COMPLETE ERECTION AND ETY PROCEDURES. 4 1/16° ALL BEAMS BY BUILDER �, U U) U U U w w w w w' w U U U ti✓j � N N N '.. N N N N N N N N N N N N NOTE. TRUSSES DO NOT0. SUPPORT ANY PLANT SHELVES 49 36, 4" 8' 9 1 /2" 24' 0, it I 94' 5 1 /2" SS PLAEMEN T PLAN TYP. EN 1- r 2- 4-- 3- p 5- FILE COPY T- 6- CCi (1/4" if plotted 24x36) . Designed By: RCP Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J38874-J38874A-J38874 DANIEL Site Information: Customer Info: Peaco Builders Lot/Block: Address: TBD City: TBD/Martin County Project Name: Daniel Res. Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 96 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T18911614 A01 12/16/19 23 T1891' 2 T18911615 A02 12/16/19 24 T1891' 3 T18911616 A03 12116119 25 T1891' 4 T18911617 A04 12/16/19 26 T1891' 5 T16911618 A05 12/16/19 27 T1891' 6 T18911619 A06 12/16/19 28 T1891' 7 T18911620 A07 12/16/19 29 T1891' 8 T18911621 A08 12/16/19 30 T1891' 9 T18911622 A09 12/16/19 31 T1891' 10 T18911623 A10 12/16/19 32 T1891' 11 T18911624 All 12/16/19 33 T1891' 12 T18911625 Al2 12/16/19 34 T1891' 13 T18911626 A13 12/16/19 35 T1891' 14 T18911627 A14 12/16/19 36 T1891' 15 T18911628 A15 12/16/19 37 T1891' 16 T18911629 A16 12/16/19 38 T1891' 17 T18911630 A17 12/16/19 39 T1891' 18 T18911631 B01 12/16/19 40 T1891' 19 T18911632 B02 12/16/19 41 T1891' 20 T18911633 B03 12/16/19 42 T1891' 21 T18911634 B04G 12/16/19 43 T1891' 22 T18911635 B05G 12/16/19 44 T1891 Truss Name Date 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 jurist iction(s) identified and that the designs comply with ANSI/TPI 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 MTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 designparameters and properly incorporate these designs into the overall building design per ANSlfrPI 1, Chapter 2. FILE COPY December 16,2019 Finn, Walter 1 of2 RE: J38874-J38874A-J38874 DANIEL Site Information: Customer Info: Peaco Builders Project Name: Daniel Res. Model: Lot/Block: Subdivision: Address: TBD City: TBD/Martin County State: FL No. Seal# 45 T18911658 46 T18911659 47 T18911660 48 T18911661 49 T18911662 50 T18911663 51 T18911664 52 T18911665 53 T18911666 54 T18911667 55 T18911668 56 T18911669 57 T18911670 58 T18911671 59 T18911672 60 T18911673 61 T18911674 62 T18911675 63 T18911676 64 T18911677 65 T18911678 66 T18911679 67 T18911680 68 T18911681 69 T18911682 70 T18911683 71 T18911684 72 T18911685 73 T18911686 74 T18911687 75 T18911688 76 T18911689 77 T18911690 78 T18911691 79 T18911692 80 T18911693 81 T18911694 82 T18911695 83 T18911696 84 T18911697 85 T18911698 86 T18911699 87 T18911700 88 T18911701 89 T18911702 90 T18911703 91 T18911704 92 T18911705 93 T18911706 94 T18911707 95 T18911708 96 T18911709 Truss Name Date VM6 ZCJ1 ZCAA ZCJ3 ZCJ3A ZCJ3H ZCJ5 ZCJ5A ZCJ5H ZCJ7 ZCJ7A ZCJ9 ZCJ9A ZCJ11 ZCJ11A ZEJ3 ZEJ5 ZEJ7 ZERA ZERB ZERC ZEJ7H ZEJ13 ZHJ5 ZHJ7 ZHJ7A ZHJ13 2of2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL3361GA115 TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING scale= 185.0 DESIGNER REQUEST. TYPICAL IN THIS JOB. 5.5 = 5.00 12 7 5x5 = 4x8 = 2x4 II 4x8 = 3x6 i 3x8 - 8 10 11 12 6 3x6 Oc 2.4 II 27 8 5 4 9 3x6 i � 3 9 rjII r 2 4 29 30 Sx8 = 18 I¢ �1 20 4x8 = 17 31 14 32 13 21 4.4 II 16 4x8 = 3.4 I 23 Asa = 22 5xlo = 2. OD 12 6x12 = 4 6 _ 3xil I law la2a 611E 12.na 1awD zwa ti< 3 s4a 3s4 4s.tt< I s-t16 I 6�6 sa 2.t.14 aa4oa I sea I o-24 Plate Offsets (X,Y)- 117:0.2-0,0-1-121, 120:0-2-4,0.2-81 LOADING (lost) SPACING- 2-0-0 CSI. DEFL, in (too) I/deg L/tl PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.53 Vert(-L) .0.3519-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ven(CT) -0.71 19-20 >551 180 BCLL 0.0 ' Rep Stress [nor YES WE 0.72 HOrz(CT) 0.06 13 n/a ri BCDL 10.0 Code FBC20177fP12014 Matrix -AS Weight: 3141b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 19-20: 2x4 SP No.1, 10-17: 2x4 SP No.3 WEBS 2x4 SP No.3 -Except' 12-13,5-22: 2x6 SP No.2 REACTIONS. (lb/size) 13=119310-7-4, 2=345/0-8-0, 22=2242/0-7-0 Max Horz 2=346(LC 8) Max Uplift 13=-200(LC 8), 2=216(1-C 8), 22=643(LC 8) Max Grav 13=1193(LC 1). 2=428(LC 17). 22=2242(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applietl, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 104-0 oc bracing: 15-17 WEBS 1Row at micipt 6-20,10-14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 gb) or less except when shown. TOP CHORD 2-3=-219/294, 3.5-3321934, 5-6=-242/940, 6-7=-1130/197, 7-8-1112/200, 8-9=-1439/232, 9-10=-12261203, 10-11=-813/135, 11-12=813/135,12-13=1143/227 BOT CHORD 2-23=-315/159, 22-23=370194, 19-20=109/508, 18-19=255/1487, 17-18=33/411, 10.15=0/317, 14-15-205/1236 WEBS 3-23=-72/253, 20-23=-347/456, 3-20-7891411. 6-20=-2013/422, 6-19=-63/781, 7-19=-33/585, 8-19=-773/163, 15-18=-219/1024, 9-15=371/82, 10-14=-686/113, 12-14=-21211273, 11-14=335/146, 20.22=2226/620, 5-20=340/175 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=6.Opsf; BCDL=6.Opsf, h=17ft; 8=45ft; L=46ft; eave=61t; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcorrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=200,2=216,22=643. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11111111111111111j p1P�'(ER... ��G E No 22839 OF : ,,1;`SS,ONA11 � S1P%"• Waiter P. Ran PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING. Verity tlesign Perimeters and READ NOTES ON THE AND MCLUOED MITER REFERENCE PAGE 41167472 rev. IGOV2015 BEFORE USE Deal, valid for use only with MBeelb connectors. This design Is based only upon parameters shown, and Is for an In Mdual buildm9 component, col a truss syalem. Emo. use, the building designed must whir the applicability, of design parameters and property incorporate Nis design into the overall building design. Basin Indicated is to prevent bvolding of Ntllaidual truss web Troffer chats members only. Monona! temporary and permanent bracing M!Tek' is always required for Stability and to prevent collapse with possible personal injury and property damage. For genemi guidvrce negan ing the fabrication. Storage. dellvery,emotion and bracing mousses and Vass systems. sae ANSI PIIDRealy Cdfede,DSB49.d BCSIBUIldin9Component 6904 Parke East BIM. Sederylefermedon avaiWblefmm Truss Rate Institute. 218 R Lee street, rude 312. Nexandria. VA22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply 138874 DANIEL T18911615 J38874-J38874A A02 Roof Special 1 1 Job Reference (optional) Cast uoasl lass, rL Pierce, rL 64e41a 6.33U 5 U6C b 2U19 Mrek InduSVleS, Inc. MOn Uec 1609:01:152019 Sx5 = 7 Sea i 6 3x6 i 2x4 II 500 FIT.2 5 t 4 Sidei 3 6 2 27 28 5x8 = 17 p d1 19 4x6 22 21 20 2.00 FIT4x8 = 4x6 = Sk10 = 34 II Scale = 1:85D 4x6 = 2.4 II 4x6 = 9 10 11 26 b YS 16 13 12 19 4.4 15 4x8 = 3,4 II ads = 1S" 6-0tb ';V 13pA 2&0.0 2&11-0 3S4�0 ]'{1 460.t4 4S1t-0 611d 1 642 9so I "1-0 1 6412 0 4� saw I Plate Offsets (X,Y)- (14:0.5-8,0.3-41 (16:0-2-0,0-1-121 (19:0-2-00-2-81 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) .0.35 18-19 1999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.71 18-19 -550 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.92 Hoa(CT) 0.07 12 Na n/a BCDL 10.0 Code FBC2017rrPI2014 Mamx-AS Weight: 299 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 *Except' 18-19: 2x4 SP No.1, 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12,5-21: 2x6 SP No.2 REACTIONS. (lb/size) 12=1184/0-7-4, 2=321/0-8.0, 21=227610.7-0 Max Horz 2=315(LC 8) Max Uplift 12=194(LC 8), 2=220(1_C 8), 21=645(LC 8) Max Greg 12=1184(LC 1).2=415(LC 17). 21=2276(LC 1) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-19. 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Ulg) or less except when shown. TOP CHORD 2.3=.185/316, 3.5=328/1009, 5-6=238/1015, 6-7=1096/201, 7-8=1110/195, 8-9=-1414/231,9.10=.917/148, 10.11=-917/148, 11-12=-1134/221 BOT CHORD 2-22=357/128, 21-22=383/96, 18-19=78/429, 17-18=278/1712, 16-17=22/390, 9.14=0/296, 13-14=231/1420 WEBS 3-22=-74/261, 19-22=-327/432,3-19=802/417,6-19=-2047/419, 6-18=-69/814, 7-18=-4/503,8-18=891/182, 14-17=253/1304,.8-14=-357/50, 10-13=-316/138, 11-13=214/1328, 9-13=-753/123, 10-21=2262/622, 5-19=-341/176 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=6.Opsp BCDL=6.Opsf; h=17ft; 13=4511; L=4611; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nencencument with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=11b) 12=194,2=220,21=645. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. C E N,9 i No 22839 grz Walter P. Rnn PE No22839 MITek USA, Inc. FL Can 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 16,2019 ®WARNING Veiny design yaamelers and READ NOTES ON THIS AND INCLUDEDd117EK REFERENCE PAGEMIIJ4i3,ev. 10'03.2015 BEFORE USE. Design valid for use only with Mreb9 cannecars. This devgn is basest ony upon parameters shown, and Is for an individual building component, not a brass system. Before use, the building designer must early the applicabilty of design parameters and pmpedy incoryomte this design into the overall ��-��•YYY building tlesign. Bracing Indicated is to prevent burhluig of individual truss web andAd MOM members only, MdNonN temporary and permanent taxing M!Tek' is always required for stabilly and to present wgapsewlh passible personal injury and property damage. Forgenemlguidanceregardingthe fabrication. Storage, delivery, emotion and treeing oftrusses and truss systems, sea ANSVFPll CooperCdteda, DSBa9 and SCSI Building Component 6904 Palle East BIW. Sararyinformatlon awlable lam Truss Plate lnStlute, 218 N. Lee street, Suae 312. Alexdnddd,VA22314. Tampa, FL 36610 Job Truss Truss Type any Ply J38874 DANIEL T18911616 J38874J38874A A03 Roof Special 1 1 Job Reference (optional) east QCast l hiss, H. Pierce, FL 34945 8.330 a Dee 52019 MiTek Industries, Inc. Mon Dec 16 09:01:16 2019 Pagel ID:aDt6l k7izyZE1 HNX9olZXryBIOb-yxThh7umAefsSSNjkINSEfp8gzPnyExTgRzOaay8RP1 2-0-0 9-11A 1314 1 0 M1-0 2M 30.11d J40d 3}9-0 4Slt4 D0.0 I fi-11-0 a-0tl0 0�-0 410.0 I 4108 ]-it-4 }L0 Sr. I e-}4 34 i 6 S5 2x4 II 5.00 12 5 4 sidei 3 2 4 25 26 �1 7 20 19 18 _ 4x8 = 5x10 = 2.00 12 4 8 3x6 II Scale=185.0 5x5 = 7 = 2II US= 4x6 = 8 9 10 11 LSx12 J,,, Ij 16 In' Bx8 = 5 14 13 12 ]4 2x4 II exte = ace = 3.4 II 1340 6-t1E 12.11-0 13g4) 2340 3o:l4 3644 ]3R0 6 45.tt< 6.11E I 2 s90 1-11d I }to sa12 I S34 Plate Offsets (X,Y)— (17:0-2-4,0-2-81 LOADING (pso SPACING. 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.68 Vert(L-) .0.33 16-17 1999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.6916-17 -570 180 8CLL 0.0 ' Rep Stress Incr YES WB 0.75 Hom(CT) 0.07 12 We n/a BCOL 10.0 Code FBC2017rFP12014 Matnx-AS Weight: 2831E FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 16-17: 2x4 SP No.1 WEBS 2x4 SP No.3'Excepr 11-12,5-19: 2x6 SP No.2 REACTIONS. (lb/size) 12=1168/0-7-4, 2=293/0-8-0, 19=2313/0.7-0 Max Horz 2=283(LC 8) Max Uplift 12=191(LC 8), 2=223(LC 8), 19=-649(LC 8) Max Grav 12=1168(LC 1).2=400(LC 17), 19=2313(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-17,8-16 FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-146/385, 3-5=328/1099, 5-6=237/1105, 6-7=1059/204, 7-8=-1103/190, 8.9=-1627/259,9-10=.1621/257, 10-11=-1163/189; 11-12=1110/222 BOT CHORD 2-20=-406/92, 19-20=-394/98, 16-17=45/378, 15-16=-31011905. 14-15=-29911887, 13A4=-190/1165 WEBS 3-20=-76/270, 17.20=.304/402,3-17=819/424,6-17=-2085/416, 6-16=-82/863, 7-16=0/452,8-16=1026/219,8-14=463/71, 10-13=-798/231, 11-13=.240/1474, 10-14=-91/613, 17-19=2300/626,5-17=345/179 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vult=160ni (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opst h=1711; B=45ft; L=4611; eave=6ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chard live load nonwnwrrent wfth any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24" 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 joint(s) except Ot=lb) 12=191,2=223,19=649. 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. ,,p�u ��P�.ER • P FAN,4y' No 22839 90: A F : �W �.�',� • ea O R 10 fillG�2,� rsS,ll ONA; St 11111111, Water P. Rnn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily de&9npvamerers and READ NO rES ON FIBS AND INCLUDED NITER REFERENCE PAGE M1IO-NI3 rm¢ )OV37015 BEFORE USE. Design valid rouse only with Mmekdk connectors. This design Is based only upon parameters shown, and is Wan indiwcual building component, not ��®® a Was system. Before use, the bunking designer must very me appOcabllMof design parameters and property lncnlporete this design Into the overall ftY� looldingdeagn. Brackg Indicated Is to prevent buckling ofindiAdual truss web anchor chord members only. Additional temporary and permaneed bradng MiTek' Is always required lot stability and to plevel collapse am possible personal Injury and property damage. For general guidance regaling the fabdomint.storage, eegvery, erection and bradng oftmsses and muss systems, see ANSIMPH Quality critical DSB49ead Best Building Component sister Perks East Blvd. Safeylnbrmmlon amilablemom Truss Plate lnsthIle.218N. Lea Street, Suhe312,AhCaneda,VA22014. Tampa, FL 36610 ID:aDl6lk?izpZE1HNX9oIZXryBIOb-071 uLvPxxnj4Fyvl?uhnsMK9NjOhgndv5jZ6ly8RPO -3-0.0 &118 f10-0 1 0 1e-1-8 23-0.0 2]-1 "a td 142.8 45-11d 2-0-0 611fi &0.10 0. 44e 0-10e 0.11.1d 4-]2-IA &3d &612 Sx5 = a1, 44 = Scale = 185.0 d Ir 6 I¢ 2.00 12 4 6 _ 4x6 = 5xio = 34 II 13J0 611U 12AI4 133 32- pp 26a 2124 INA &11b I 662 830 I Sa-0 6be 6812 WO Plate Offsets (X Y)- (16:0-240-2-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Bdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.35 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.7215-16 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.06 12 Na n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 2721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row, at midpt 6-16 11-12,5-18:2x6 SP No.2 REACTIONS. (lb/size) 12=1154/0-74, 2=258/0-8-0, 18=236210-7-0 Max Horz 2=252(LC 8) Mail Uplift 12=-186(LC 8), 2=224(1_C 8). 18=653(LC 8) Max Gray 12=1154(LC 1), 2=381(LC 17), 18=2362(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=-98/486, 3-5=334/1215, 5-6=-246/1225, 6-7=-1003/194, 7-8=1006/194, 8-9=-2183/366, 9-10=1468/235, 10-11=1468/235, 11-12=-1087/221 BOT CHORD 2-19=-507148, 18-19=409/101, 15-16=10/342, 14-15=235/1492, 13-14=305/2016 WEBS 3-19=-78/281, 16-19=-307/365,3-16=845/433,6-16=-2158/422, 6-15=-65/864, 7-15=-22/483,8-15=-808/235,8-14=112/857,9-14=-761/221, 10-13=-419/183, 11-13=-269/1682, 9-13=-700/84, 16-18=-2352/631, 5-16=339/175 1) Unbalanced live loads rP roof have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY ig BCDL=6.Opsf; t B=45ft; L=46tt; eave=6ft; Cat. ♦%%"% en II; Exp B; Encl., GCpi=0.18; MWFRS (directional); left exposed: Lumber DOL=1.60 DOL=1.60 `� ``Q,�•........ V G E ' • 'Y ��� porch plate grip ,�� V F '% 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunentwith any other live loads, NO 22839 • ': 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = * : will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 In uplift at joint(s) except M=lb) C 12=186,2=224,18=653. •9 • •� 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chard and 112" gypsum sheetrock be applied directly to the bottom chord. 9 S <[/ 0'•• Walter R Ran PE No.22839 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 WARNING -Verify Aeslyn pararnelers antl READ NOTES ON THIS ANDINCL/DED MITEK REFERENCE PAGE 1014473 rev. I0,02/2015 BEFORE USE. Design valid for use any with MTeM connectors. This design is based ony upon parameters shown, and is for an indiNdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Inwmorate this design into the overall buldingdeslgn. Brscing lMidaredB to prevent buaki of Individual train web andror choN members Only. Addronaltemxviryandparmenembradng M!Tek' Is always required for stability and to prevent couple with possible personal Injury and property damage. For general guidance regaming the fluoridation,storage, detij election and braiding oflrusses and truss systems, we ANSI/fPlf Duality Cries, DS849 and SCSI Building Component e904 Parke East BIM. Se/erylnymmmlon available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 138874 DANIEL T78911618 J38874J38874A A05 Roof Special 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 1609:01:182019 Page 1 10 a0161 k7izyZE1 HNX9oIZXryBIOb-uJbM6hwl iFvahPW5sjpwJ4uVKn20Q49m71S7eTy8RP7 -z-a000 6-114 1a0-o 1 21.11.4 �a1zI 2s-44 z9s o.o 31.1-4I 4aI 4ss1143s-e iu livid 142 sa10 34 3x6 i 2x4 II 417 5.Go 12 3x63 2 20 19 18 Axe = 4x8 = 5.10 = 3x6 If Scale =1:M.6 Sx`i= 5.5 = N252s: I Sx5 = 3x4 10 34 -12 24 5xl2 = 1 IIO 15 4 3 aide= Side = 40 2.00 12 3JD 24012 e-116 12-11-e 1aQp 1674 21.11-0 rz-so 30.11-0 3sz10 ms4 4sn< a11b I 6a2 SAG 3a-14 1 1 a2s z44 I 406 01 sT-u 0. 0 1d12 Plate Offsets (X Y)- 116:0-5-12 0-2-81 rl7:0-2-4 0-2-81 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.35 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.72 16-17 >542 180 BCLL OD ' Rep Stress Incr YES We 0.96 Hom(CT) 0.08 13 me Fla BCDL 10.0 Code FBC2017rTP12014 Matra -AS Weight: 270 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 12A3,5-19; 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-17,11-13 REACTIONS. fib/size) 13=1140/0-7-4, 2=222/0-8-0, 19=24l2/0-7-0 Max Hoa 2=220(LC 8) Max Uplift 13=182(LC 8), 2=226(LC 8), 19=656(LC 8) Max Grav 13=1140(LC 1), 2=354(LC 17), 19=2412(LC 1) FORCES. fib) -Max.Comp./Max. Ten. -Aft forces 250(Ib) or less except when shown. TOP CHORD 2-3=-31/567, 3-5=342/1337, 5-6=261/1337, 6-7=-979/185, 7-8=874/194, 8-9=-991/185,9-10=-2101/331, 10-11=1736/256 BOT CHORD 2-20=555/0, 19-20=-424/103, 15-16=252JI633, 14-15=367/2318, 13.14=254/1550 WEBS 3-20=-8l1291. 17-20=-350/318,3-17=879/447. 6.17=-2083/413,6-16=-118/1106, 0-16=875/248, 9-15=-32/605, 10-15=759/197, 10-14=737/140, 11-14=-6/604, 11-13=1757/293, 17-19=-2404/634, 5-17=298/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf nail 7ft; B=451t; L=461t; eave=6ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=182,2=226,19=656. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦♦0111111111111111 ♦00 (ER?! ee No 22839ae *; :* ee ee ee ee A F : �� ee O R �4�cns; \ O p. Cj�=�♦ 0NA' EC1�♦♦ Waiter P. Finn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December16,2019 ®WARNING - Verity tleslgn parameters and READ NOTES ON THIS AND INCLUDED Al REFERENCE PAGE 1,II-7473 rev 1010312015 BEFORE USE Design valid for use onlywM M,TeMasernedom. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vemythe applicability of design parameters and drapery Inratporate this design Into the overall buildingdeslgn. BmdngiMiratediSWprwentbuckringdf dMdualtmsswebu&/ Cemmembenonrt. MdlionaltemporaryaMpetmaneMmnc g MiTek' is always required for mablidy and to prevent collapse with possible personal injury and property damage. For general guidance regarding Pe fabmaymn, storage. dell erection and aredlg cra oves and truss systems, see MSM11 county Criteria, DSS49 mdBC5l Bugding Component 6904 Parke East BNd. Saderylnfmisadon available from Truro Plate liol e, 218 N. Lee Smet, Suite aZ Alexandra, VA22314. Tampa, FL 3MIO Truss Truss Type Gy Ply T18911619 PJob 38874-J38874A A06 Roof Special �111874_DANIEI 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:01.20 2019 Scale =1:85a 5.00 12 Sx5 = Sx5 = 19 18 and Are = 5x12 2.he 12 Axis = 3x6 II 1}]e 8-11E 12-11d 1Spp 161A t411d 2a60 260.12 32�80 %11< ]9814 J611-0 6-116 I 6 U2 a10d NMI' }Q12 aLL1z s-rd a3-0 Iz-1-10 G1aa G4U0 Plate Offsets (X Y)— [16:043 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Verl -0.36 15-16 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Veri -0.7415-16 >528 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.97 Hordi 0.09 12 Na n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 2581b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'ExciI 11-12,5-18:2x6 SP No.2 REACTIONS. (lb/size) 12=1148/0-7-4, 2=242/0-8-0, 18=2384/0-7-0 Max Horz 2=189(LC 8) Max Uplift 12=182(LC 8), 2=237(1_0 8), 18=645(LC 8) Max Grev 12=1148(LC 1), 2=360(LC 17). 18=2384(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 2 Rows at 113 pis 6.16 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-00/557, 3-5=-306/1251, 5-6=-204/1281, 6-7=-1048/187, 7-8=-2261/455, 8-9=-2186/342, 9-10=2337/334 BOT CHORD 2-19=-565/0, 18-19=-416/101, 15-16=0/593, 14-15=-124/1252, 13-14=-441/2809, 12-13=-295/1740 WEBS 3-19 z-84/286, 16-19=339/330, 3-16=829/429, 6-15=64/1049, 7-15=-445/196, 8-14=-385/200, 9-14=-969/188, 10.13=59/907, 10-12=1925/338, 9-13=752/164, 6-16=-2366/401, 16-18=-2375/623, 5-16=413/214, 7-14=250/1159 NOTES- 1) Unbalanced roof live loads have been consldered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opst BCDL=6.Opsf, h=17ft; 13=4511; L=46ft; eavei Cat. II; Exd B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water sanding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncenwfrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6l 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 100111 uplift atjoint(s) except N=1b) 12=182, 2=237, 18=645. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrack be applied directly to the bottom chord. 1111 � G E N eR P.' F��'7L �4 No 22839 :��y� Q J*4S��NA� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. f 0i0P2015 BEFORE USE. Design valid for use only With MiTekle oonnecam. This design is based only upon parameters shown, and is for an Individual bugdirg component, not a less system. Before use, the building designer must verify me applicability of design parameters and properly Inceryormis this design Into me averzll buddingdeslgn. Braunginested 19 to prevent bgrkling a indidual truss web andlor chord members only. Addisonaltemporoyandperreanembracing MiTek' is always required for stabllfty and to prevent writes with possible personal Injury and property damage. For general guidance regarding me fabdwgoRgmage.derwery,eme nmdbmdngoftmssesaMWsssyvems,.Ir AMUTPH 0.00, assi Di end SCSI Building Component 6904 Palle East BNd. So/erylnfarmo0on available from Tmsa Plata Inslaute, 210 N. Lee S1reM, Suite a12, Alexandria, VA 223 W. Tampa. 1 36610 Job Truss Truss Type Oty Ply J38874 DANIEL T1 J3B874-J38B74A A07 Roof Special 1 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 20 23 22 21 1 B 4x8 = _ 44 = Sx10 = 2.DO 12 4 e 34 II SIB = 8,330a Dec 52019 MTek 5x5 = 4x6 = Inc. Mon Dec 16 09.01:212019 Peg f 9YsFgXrydxt W 1_61tlVYDgjhnEoy8RI 1LS12 4L S0. Scale =1:t 2x4 II axe = 17 4x4 II Bxe = taco s.n4 tarts 13-pJl 2340 eat-1z 291-z 35<0 3 4o.at4 4s1H s.n4 � Box 3e4 I a-vt2 It -as i solo a 0 4.to-14 I s oa0 13 3.4 Plate Offsets (X Y)- [15:0-5-8 0-3-4[ [17:0.2-0 D-1-12[ [20:0.2-4 0-2-81 LOADING (psq .SPACING. 2-0.0 CSI. DEFL. in (Joe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.35 19.20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.71 19-20 >551 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 Horz(CT) 0.08 13 Na We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 3131b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 19.20: 2x4 SP No.t, 10-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 12-13,5.22: 2x6 SP No.2 REACTIONS. (lb/size) 13=1191/0-74,2=34010-8-0.22-2248/0.7-0 Max Horz 2=343(LC 8) Max Uplift 13=-199(LC 8), 2=216(LC 8). 22=-644(LC 8) Max Grew 13=1191(LC 1), 2=426(LC 17). 22=2248(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-212/268, 3.5=333/946, 5.6=.243/952, 6-7=1122/197, 7-8=-11071198, 8-9=-1454/233, 9-10=-12511206, 10-11=-822/136, 11-12=822/136, 12-13-1141/226 BOT CHORD 2-23=-321/153, 22-23=-375/95, 19-20=105/465, 18-19=257/1504, 17-18=241351, 10-15=01328, 14-15=-209/1262 WEBS 3-23=-73/255,20-23=-345/453,3-20=7901412,6-20=-2017/422, 6-19=-64/786, 7-19=-29/542, B-19=-780/164, 15-18=-229/1097, 9-15=352/78, 11-14=-335/146, 12-14=-212/1277, 10-14=.706/116, 20-22=-2233/621, 5-20=-340/175 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 0o bracing: 15-17 1 Row at midpt 6-20, 10-14 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=6.Ops1; BCDL=6.Opsf; h=17h; B=45ft; L-46ft; eave=6ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift atjoint(s) except (jt=1b) 13=199,2=216,22=644. 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. `111111111///// @R P, c� E N SFN'1''��i No 22839 -40 i (( i O R � � P �Z,� s ONA,%� Walter P. Finn PE No22839 MITek USA. Inc. R. Cat 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®NARNING -Vmly des; go, paanlerers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEAVI.7173,ty. 1011),2015 BEFORE USE. Design valid for use onywlN MnekO connectors. This design Is based only upon parameters shown, and Is for an Individual building onaponenl, not �� a tmse System. Before use, Me building designer must vmify the applicability of design parameters and pmpelly Nmryaram Nis design into Me overall bulWmgdeSign. BmchglMicatedlstopreventbualingafindlvldual UusswebanNorMordmembomany. Addttlonal temporary and permanent bracing WOW Is Severe required far slabily, and to prevent collapse with possible personal Injury and property damage. For general prance regulators Me fabrication. storage. delivery. erection and bracing of trusses and truss systems, see ANSV7PI7 Dually Catania, DS849 and SCSI Building component 6904 Parke East Blvd. Sararylonegro tlon available mode Truss Fate Inmate, 216 N. Lee Streol, SMU, 31Z AlaanMh. VAn3l4. Tampa, FL 36610 Job Nss Truss Type Ott, Ply 138814_DANIEL T78911621 J38874.J38874A A08 Roof Special 1 1 Job Reference (optional) sass {.oast. rues, n. rierca, rL 34B. o.JSUSUec ezem Miienlnausmes,me rvlonuec to ua'ur.4d ev i8 rage, ID:aDt6lk?izyZE1HNX9oIZXryB[OFFHOF90 9XnXsoAP3eG?507CMHopK5LNVH1Aulgy8ROw -ao-o arts tsa-o 1 o tat-e I zw.o I z1 tj I ss4.o I aoa.14 4s.,t.a zo-o S1w solo a o aloe aloe a,.12 az-4 sou sas Scale=1:65.0 5x5 = 34 i 5x12 = 44 = 2.4 II 4x6 = 6 8 9 10 11 BOB i 2x4 I 5 5.00 12 4 3x8 � E26 d 3 q s I 2 4 27 28 6 8 =17 44 13 12 IT d1 to 16 22 21 20 4.4 11 15 4x8 = 3.4 I 4x6 = Sxto - 2.00 12 6x8 = 4 8 _ 3x6 II 1338 a£ 12-11.8 IS" 23a I 4ssfitau 6o-2 sasabatb Plate Offsets (X,Y)- 114:0-5-8,0.3.4], ry6:0.2-0,0-1-121, 119:0-2-0,0-2-81 LOADING (psp SPACING- 2.0.0 CS. DEFL, in (loc) VdeO Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.35 18-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.71 18-19 >551 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.96 Hom(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -AS Weight: 298 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Exc l' BOTCHORD 18-19: 2x4 SP No.1, 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' WEBS 11-12,5-21: 2x6 SP No.2 REACTIONS. (lb/size) 12=1183/0-7-4, 2=318M-8-0, 21=2279/0.7-0 Max Haz 2=311(1_C 8) Max Uplift 12=.193(LC 8), 2=221(LC 8), 21=-645(LC 8) Max Grav 12=1183(LC 1), 2=413(LC 17), 21=2279(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=181/322, 3.5=327/1017, 5-6=-237/1023, 6-7=1093/202, 7-8=-1110/195, 8-9=1431/232, 9.10=931/150, 10-11=931/150, 11-12=1133/221 BOTCHORD 2.22=362/124, 21-22=-384/96, 18-19=-76/425, 17-18=281/1733, 16-17=-28/384, 9-14=01298, 13-14=-233/1439 WEBS 3.22=-74/262, 19.22=325/429, 3-19=804/418, 6-19=-2050/418, 6-18=-70/819, 7-18=0/498,8.18=.903/185,14-17=-249/1330,8-14=-365/52, 11-13=-215/1336, 10-13=-318/139,9-13=-754/123, 19.21=-2265/622,5-19=341/177 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 1040-0 tic bracing: 14A6 1 Row at mldpt 6-19 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=6.Opsf; BCDL=6.Opsf h=171t; B=45ft; L=4611; eave=6ft; Cat. 11; ESP B; Encl., GCpl=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pairing. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill 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 Joints) except at -lb) 12=193,2=221,21=645. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chard. P�JSR P, :J CENS�. No 22839 irz OF :41,U �_�� E?Cas. Walter P. Ran PE No.22839 MITak USA, Inc. R. Ohn 6634 6904 Parke Past Bind. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily tlev,ryn parameter and READ NOTES ON THIS AND INCLUDED MDEK REFERENCE PAGE h1/4I4]3 ruv. 10,10212015 BEFORE USE. Design valid for use only with MReal connectors. Tbis design is based only upon parameters shown, and is for an individual building component, net a Vuss system,Befne use. the building designer must vedythe apoleabiMy of design parameters and properly incorporate Nis design into Me overall �i�•YY buiMingdasige. Bracing indicated is to prearal bucking of individual tress web andfor chord members any. Adman Additional temporary and perent bractig MiTeK Is always mqund for stabllity and to prevent collapse with possible personal lNuy and propemf damage. For general guidance regarding 0e fabrication, stamps, derwe ausion and tradingof masses and buss Systems, see ANSOP11 QualityCdrada, DSR49 and SCSI Building Component Saroylnhrmegon avateeais from Tress Plate Institute. 218 N. Lee Shee, Suite 312. Alexandria, VA22314. W 69Parke East Blvd. Tampa. FL 36310 Truss Truss Type City Ply J3B874 DANIEL T18911622 �ob 38B74-J38874A A09 Roof Special 1 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 S Dec 52019 MTek Industries. Inc. Mon Dec 1609:01-25 2019 Scale = 1:85D 5x5 = 5.Oo 12 23 22 _ 4x6 = 5xio = 200 12 a e 3x6 II 5x12 = 4x6 = 2.4 II 4x6 = 9 10 11 12 1a I 6S5 I 12- so-11zA 13 293 .40 I a611--i1z2 I 4-L I 4sss11e< :< �14 ax Plate Offsets (X Y)— ]15:0-5-8 0-3-4] f20:0-2-4 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 9def1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.38 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Ven(CT) -0.7719-20 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 HOrz(CT) 0.07 13 We We BCDL 10.0 Code FBC2017/rP12014 Matdx-AS Weight: 2951b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepr BOT CHORD 10.17: 2x4 SP Ne.3 WEBS 2x4 SP No.3 *Except' WEBS 12-13,5-22: 2x6 SP No.2 REACTIONS. (lb/size) 13=1171/0-7-4, 2=288/0-8-0, 22=2321/0-7-0 Max Hoe 2=280(LC 8) Max Uplift 13=-188(LC 8), 2=-224(LC 8), 22=-647(LC 8) Max Grav 13=1171(LC 1), 2=396(LC 17), 22=2321(LC 1) FORCES. lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-138/412, 3-5=326/1115, 5-6=238/1124, 6-7=-1048/199, 7-8=10371202, &9=-2055/342, 9-10=-1636/257, 10-11=1077/171, 11-12=-1077/171, 12-13=1120/216 BOT CHORD 2-23=-028/85, 22-23=-397/98, 19-20=45/392, 18-19=-223/1430, 17-18=77/304, 10-15=0/307,14-15=-260/1653 WEBS 3-23=-76/272, 20-23=-303/396, 3-20=825/425, &20=2108/419, 6-19=61/833, 7-19=.38/532,8-19=779/206,8-18=120/862,9-18=-720/197, 15-18=-202/1565, 9-15=-394/31, 10-14=-789/121, 12-14=226/1429,11-14=329/144,20.22=2309/624, 5-20=-339/174 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 no bracing: 15.17 1 Row at indict 6-20 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-6.Opsh BCDL=6.Ops1; h=17tt; B=45ft; L=46ft; eave=69; Cat. Ih Exp 8; Encl.. GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a WD pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=1b) 13=188,2=224,22=647. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Ste%% 0: G E N%C/+ `% F No 22839 /..NA, ��,�p Walter P. Ran PE No22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 ®'WARNING -V—fld-ell parameters—df READ NOTES ON THIS ANC INCLUDED WIIE% REFERENCE PACE 611174Ibev. Wall211S BEFORE USE Design valid for use only wdb MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��®® a truss sydem. Before use, fate building designer must verily Cie appecabisty of design parameters and pmpedy incorporate this design Into Me overall �1Y� builengdesign. Bracing indicated is to prevent buckling of lndlvauat truss web endlor chord members only. Additional temporary and permenerd bracing MiTek' is always requ di for stablily and to Brewers collapse win possible personal Injury and property, damage. Forgenersl guldam a regardng ma cabdmgen, skngge,delivery, eredien and bracing oftrusses and truss systems, sea ANSUTF11 Quality CNteda, DS949 and SCSI Building Component 6904 Pate East Blvd. Saloyholone on available from TrussPlate Insteute.218 N.Lee SfeeL Suite 312. Alexandria,VA223ld. Tampa, FL 36610 Jab Tnlss Truss Type Cry Ply T1B911623 38874-J38874A A10 Raof Special 1 �J38874_DANIEL 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 6.330 S Dee 5 Z019 MI I all Indusines. Inc. Mon Use 16 U9Dl:ZB ZU19 Scale=1:65.0 56 = 5oo 12 7 3x6 i 3x6 6 8 4x8 3x6 / 2x4 II 5x5 = 2x4 I = 442N 5 9 10 11 12 4 sea 4 3In 19 lull II ,SSA r _" 2 4 27 28 Side = 18 p l Iv C 1 20 6x8 0 17 S 14 13 23 22 21 4x4 II i6 4x8 = 3x4 It 4x8 = Sx10 - 200 FIT aide= 4x8 _ 3.8 II a o ssa arts atic I tto W1 xaao xaat4 3} 3s4 6 b ao 10 a< PnNT 4&4s1 < l Plate Offsets (X Y)- f15:0-5-12 0-3-41 f17:0-2-0 0-1-121 [20:0-2-4 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.35 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.72 19-20 >545 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.07 13 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 2081Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 Ste No.2'ExcaI BOT CHORD 19-20: 2x4 SP No.1, 10-17: 2x4 SP No.3 WEBS 2x4 SP No.3'ExcEI WEBS 12-13,5-22: 2x6 SP No.2 REACTIONS. (lb/size) 13=116010-7-4, 2=262/0-8.0, 22=235710-7-0 Max Horz 2=249(LC 8) Max Uplift 13=183(LC 8), 2=226(LC 8). 22=-650(LC 8) Max Gmv 13=1160(LC 1), 2=384(LC 17). 22=2357(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-106/459, 3-5=331/1199, 5-6=-243/1209, 6-7=1008/197, 7-8=-10/11198, 8-9=-1783/284, 9-10=1920/287, 10-11=1286/200, 11-12=-1286/200, 12-13=1110/211 BOT CHORD 2-23=-466/55, 22-23=-407/100, 19-20=9/336, 18-19=-213/1512, 17-18=-58/557, 10-15=0/330, 14-15=-297/1959 WEBS 3-23=79/279, 20-23=304)371, 3-20=8421434. 6-20=2149/422, 6-19=-64/857, 7-19=-28/472,8-19=-844/215, 9-18=-702/159, 15-18=-283/1591, 9-15=-455/102, 10-14=-854/122, 12-14=245/1577,20.22=-2347/628, 5.20=339/174,8-18=37/552, 11-14=-334/146 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0.0 oc bracing: 15-17 1 Row at midpt 6-20 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.Opsf h=17ft; B=45ft; L=46tt; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4 This truss has been designed for a 10.0 per bottom chord live load nonconcurrent with an other live loads. 9 P Y 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001h uplift at joints) except (jt-lb) 13=183,2=226,22=650. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chard and 1/2" gypsum sheelrock be applied directly to the bottom chord. J p EFiy'Y ♦ No 22839 �9% �: Waiter P. Rn0 PE No.22839 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 ®WARNING Verity 4ealpn parameters and READ NOTES ON THIS AND INCLUDEDAfli REFERENCE PAGE A11L7473rov. IOIDN2015 BEFORE USE, Design va id for use onywl111 MRek®Connecdore. The design Is based only upon parameters shmem, and Is for an IIMINdual building component, net a ruse system. Before use, the building designer must very, the applicability of design parameters and properly Incorporate this design into the overall buildingdesign. Bmdnglndi4 edistopmv ntbuaMgoflndMdualtmssweben&7 andrdmembemony. Addhionaltempororyandpnmanembracing Mffek' Is always required for stability and to prevent collapse with possible personal blur, and property damage. For general gulden¢ regarding Be fabricallon, Storage, dearer,, ereaion and bradly At trusses and truss "ems. we ANSU ll Quality Criteda, OS949 and BCS1 Building Component 6904 Parka East Blvd. Sifetylnlormadan available from Truss Plata Irmtquta, 218 N. Lee 81feN, 6vite J12, Alexandria, VA 22314. Tampa, FL 36610 Scale =1:85e Sx5 7 3iB 3x10 9 6 3x6 i 2z4 I 6x10 O 2x4 I dx8 = 5 5.00 12 4 9 10 11 3x6 3 � jI d to d g 4 26 27 axe = 17 In �¢ ml t9 4.5 — 16 13 12 C 22 21 20 4.4 II 15 AM = 3.4 II dx6 = 5x10 = 200 12 6xe = _ dB 3x6 II 330 e.t1a tta 1s9p z3 zsao-a4 a0o ssa01lzaz 3sc 1 s-11s I ii-a I _.T2 Da0 Plate Offsets(XY)— 114'0-6-40-3-41 (16:0-2-00-1-12) 119:G-2-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.35 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.7318-19 >537 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Hor2(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 2811b FT-20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 18-19: 2x4 SP No.1, 9-16: 2x4 SP No.3 6-0.0 ac bracing: 14-16 WEBS 2x4 SP No.3'Except• WEBS 1Row at midpt 6-19 11-12,5-21: 2x6 SP NO.2 REACTIONS. (lb/size) 12=1141/0-7-4, 2=216/D-8-0, 21=2421/0-7-0 Max Ho¢ 2=217(LC 8) Max Uplift 12=-179(LC 8), 2=225(LC 8), 21=-656(LC 8) Max Grav 12=1141(LC 1), 2=359(LC 17), 21=2421(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-43/574, 3-5=343/1349, 5.6=-255/1361, 6-7=-940/190, 7-8=962/186, 8-9=2675/462,9-10=-1513/234, 10-11=-1512/234, 11-12=-1093/204 BOT CHORD 2-22=-578/0, 21-22=-427/104, 18-19=0/262, 17-18=-217/1614, 16.17=-37/521, 9.14=-794/235, 13-14=-364/2425 WEBS 3-22=-81/294, 19-22=-368/323, 3-19=-872/443, 6-19=-2223/425,6-18=-70/905, 7-18=-4/422,8-18=93B/238, 14-17=18111078, 9-13=-1054/149, 10-13=333/149, 11-13=-271/1755,8-14=-217/1130,19-21=-2413/635,5-19=-339/175 NOTES- ,00111111111110'r � P�(ER P, Ic,NA�i�i 1) Unbalanced roof live loads have been considered for this design. S�, •gip E N 3 ••. V �� 2) Wind: ABC 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=6.Opsf; h=17ft; B=45ft; L=46ft, eave=6ft; Cal. ,� II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 No 22839 3) Provide adequate drainage to prevent water ponding. * •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 5) This truss has been designed for a live load of 20.0pSf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '9 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100Ib uplift at joints) except (jt=1b) 12=179, 2=225, 21=656. I �, 21/: i 0 % 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ;OF '��`n '• p:r� • R 1 'S�ON sheetrock be applied directly to the bottom chord. Al 11, Walter P, Ran PE ND22839 MRek USA, Inc. FL Gert 6634 6904 Parke East Bind. Tampa R. 33610 Data. December 16,2019 ®WARNING -✓arty tlosign parameters antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MI67470 rev, f0'0312015 BEFORE USE Design valid for use only with Miele® connedoa. This design is based only upon parameters shown, and is far an individual building component, not .truss system. Before use, the building designer must verify the appllwbll4y of design parametea and properly inwryorale this design into the overall buildingdesign. Batigimported into prevent budding of Individual Wes web another areas members only. AddeionaltemporaryaMpemlaneldbraA[g MiTek' Is alwayifeefusedfor stability and to prevent callapsawdin possible personal Injury and propeM damage. Forgeneidguidanceregarding Ne fabrication. storage. debay,erechas and bracing oftmsses and buss systems, see ANSVhAfQualiy onions. DSaa9 and BCSl Suflein9 Component 6904 Parka East Bind. SaraylnAvanslon avalUbbftom Tasa RmelnstRNe.218N.Lee et.auee312,Nexandlu,VA22314. Tampa, FL M10 Job Truss Truss Type City Ply 138874 DANIEL T78917625 J38874-J38874A Al2 Roof Special 1 1 Job Reference (optional) Last GOaSI 1 was, Ft. Pierce, FL 34846 Sx5 = 5.00 12 7 3x6 i 6 3 6 i 214 II 5 4 34 i 3 1a 2 27 28 6 a - 1 20 23 22 21 2.00 12 4xB = 4x6 = 5t10 3x6 II 6.33U S Use b 2019 MITex IndusVles, Inc. Men Dec 15 09:01:29 2019 Scale = 185.7 3x10 8 = 3x4 II 43s4SEE 0 3x6 -12 a Ig 4.6 _ 17 14 13 16 4x6 = 3x4 = 3.6 = fits = 1 1 37-1.12 &118 12-11-8 1344 2340 29-]-0 ]54-0 35W1 12i-11 45114 r 6-ltd 6oz see sw st-0 a3�1 3-3•z j sga; Plate Offsets(X,Y)- 05:0-2-0,121[17:0.1-120-1-81120:0-2-00-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lee) War Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.63 Vert(LL) -0.40 19-20 >992 240 MT20 244/190 TCDL 10.0 Lumber COL 1.25 BC 1.00 Ved(CT) .0.82 19-20 >481 180 BCLL 0.0 ' Rep Stress Ina YES WB 1.00 Horz(CT) 0.08 13 n/a Tire BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 2781b FT=20% LUMBER- SPACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 *Except* BOT CHORD 9.17: 2x4 SP No.3 WEBS 20 SP No.3 *Except* WEBS 12-13,522: 2x6 SP No.2 REACTIONS. (lb/size) 13=1131/0-7-4, 2=189/0-8-0, 22=2460/0-7-0 Max Hom 2=221(LC 7) Max Uplift 13=176(LC 8). 2=229(LC 8), 22=-655(LC 8) Max Grav 13=1131(LC 1), 2=344(LC 17),.22=2460(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-5/640, 3-5=-340/1437, 5-6=-253/1450, 6-7=-903/186, 7-8=9271181, 8-9=25671464, 9-10=2548/385, 10-11=-2035/292 BOT CHORD 2-23=-648/0, 22-23=-438/105, 18-19=-195/1601, 17-18=37/561, 9-15=-266/138, 14-15=-026/2788, 13-14=-280/1758 WEBS 3-23=84/302, 20-23=411/293, 3-20=889/450, 6-20=-2270/419, 6-19=68/933, 7-19=0/399,8-19=-950/249,15-18=-158/1026,8-15=214/1034, 10A5=-689/130, 11-14=-33/727, 11-13=-1950/314, 10-14=-936/166,20-22=2453/634,5-20=339/175 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 15-17 1 Row at midpl 6-20 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=6.Ops1; BCDL=6.Opsf; h=179; B=4511; L=468; eave=6ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a IoD psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joinl(s) except (jt=lb) 13=176,2=229,22=655. 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. �11111111//1 ptPi P, R� ��i �.�.O ENSF.y7Y ,0 No 22839 _ *: ;* �: Pg OF '�p,,sSfONA, Walter P. Ran PE No.22839 li USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 16,2019 ®WARNING -Ved/y tleslgn panmelera and READ NOTES ON THIS AND INCLUDED M i REFERENCE PACE MI14473 re- ID/03/2015 BEFORE USE, Design veld for use only won Miele® connectors. This design is based only upon paameters shown, and Is for an inEMEual building component, net a fluids system Before use, me building designer must very me appllcablliy of design parameters and properly inderpoate Nis design into Me overall buildingdesign. Bmcillg Indicated is to prevent ITIOUng of intlimer truss web and/or Ued members any. AddleynaltemponaryandpennanenbacNg M!Tek' is always required for sandy and to prevent collapse with possible personal injury and property damage, For gmaml guidance regarding Me fabrication. Storage. deWery, erec0un and baring of trusses and tons Systems, see AlyoutrF/f Quality asuhs, DSEi entl BOSl Building component gods Parke East BIA1. Safroyhoo mailon available from Trai Plate Institute, 218 N. Lee Street, suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply 118174_DANIEL T10911626 J38874.J38874A A13 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:01:31 2019 Page 1 ID:a0t61k7izyZE1HNX9olZXryBIOb-OptGg74BeFVklPOb6x8_LpxisOVgzyJh7H6JbDy8ROo 3-ao I 611E I IS-ao 13� 0 1atE { 2se-0 gas-0 351-0 341-12 I 4511J 9.11-6 60-to 0.J'o a10.8 4-0e-a also a4-o a9.12 area Scale=185.0 5x5 = 5.00 12 22 21 -- 3x4 = -- 5x6 _ Axis = 5x12 Zo 212 6xe = Asa .00 sits II 6g 6118 12-11? Is" 4N8 9" 2939 3549 W 3 I TT 4p-0-1 4511-0 � 6118 663 064 95-0 63-0 Gt-0 6 3� IJ � 5bE ' Plate Offsets(XY)- 114:0-2-120-3-01116:0-1-120.1.81119:0-4-40.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 VergU-) -0.36 18-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.75 18-19 >524 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.96 HOR(CT) 0.06 12 me n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -AS Weight: 2721b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 18-19; 20 SP No.1, 9-16; 2x4 SP No.3 WEBS 2x4 SP No.3'Excepi 11-12,5.21: 2x6 SP No.2, 11-13: 2x4 SP No.2 BRACING. TOPCHORO Structural wood sheathing directly applied, except end venicals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 cc bracing: 14-16 WEBS 1 Row at Bill 6-19, 8-18 REACTIONS. (Ib/size) 12=108910-7-4. 2=8310-8-0, 21=260810-7-0 Max Horz 2=232(LC 7) Max Uplift 12=169(LC 8), 2=240(11C 7), 21=-670(LC 8) Max Grav 12=1089(LC 1).2=287(LC 17). 21=2608(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3/902, 3-5=-377/1780, 5-6=-291/1799, 6-7=-747/164, 7-8=771/160, 8-9=2429/464, 9-10=2451/381, 10-11=2880/401, 11-12=1015/195 BOT CHORD 2-22=-898/0, 21-22=-483/111, 17-18=-150/1464, 16-17=261501, 9-14=-292/152, 13.14=-544/3451 WEBS 3.22=.87/337, 19-22=-553/180, 3-19=.959/465, 6-19=.2448/435, 6-18=-76/1029, 7-18=0/305, 8-18=962/258, 14-17=125/950, 8-14=23111044, 10-14=1314/247, 19-21=-2607/649, 519=-338/175,10-13=-912/228,11-13=-369/2794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7.10; Vult=160mph (3-second gust) Vai124mph; TCDL=6.Opsf; BCDL=6.Opsf; he1711; 8=4511; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); porch left exposed: Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=1b) 12=169,2=240,21=670. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,,�4�pumprrr'' PVIER P. Fj�♦♦i \G E NSF ;'L .♦♦♦ No 22839 A F :�4/Z ♦♦';s` /ONA' E�0 Walter P. Film PE No.22839 Il USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December16,2019 ®WARNING-Varif, Nesiyn parameters and READ NOTES ON THIS AND INCLUDED WES REFERENCE PAGE MI61473 re✓. 1010312015 BEFORE USE. Design valid forum onywon MiTelfa connechus. This design is based on"on parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildingdesign. Bracing indicated is to prevent bussing of Individual Muss web enter chow members ony.Md'NorelemporaryandpennanentFacing MiTek' is allays required for stability and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance mgaming Me harasser, starege,delivery,erection and ensure of trussesand buss systems,see ANSIyTPH gueOry DMeda, DSBEgand BCS/Bullding Component 693c Palle East BIM. Seleryrnformall availablefrom Truss Plate Insdtute,21e N.Lee SIRH, Suite312,Alexandria,VAMI4. Tampa, FL Searle Job Truss Truss Type 01y Ply 111874_CAME L T18911627 J38B74-J38B74A A14 Roof Special 1 1 Job Reference (optional) cast uoast I mss, m. rlerce, rL aAvgd 5x5 = 5.Go 12 3x6 i 8 34 2x4 II 5 4 US i 3 9 2 4 27 28 S .8 = v 1 20 d 23 22 21 Also = 6x12 = 2. Ca 12 Also = 34 II a.aau s uec o Bute m1 i eK industries, mc. man uec to ua:ui rdz zui a Scale = 114.6 3x10 C 8 11 3X4 3ok= 0x55 3x4 12is I 4,6 17 14 13 l 3x4 = 18 3aS = Also = 6xl2M18SHS = 1330 6-ttd 1211.8 13 2309 H30 ]54-0 35fi0 at-1.13 P3-TA 4511-0 411E 6Q2 9A0 63-0 61-0 0. S b12 3 2 Plate Offsets (X,Y)- 117:0-1-12,0-1-81,120:0-0-0,0-3-01 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) -0.37 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.7719-20 >509 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress ]nor YES WB 0.97 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight 2691b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 *Except' 19-20,13-15: 2x4 SP No.1, 9-17: 2x4 SP No.3 WEBS 2x4 SP No.3'ExcepV 12-13,5-22: 21B SP No.2 REACTIONS. (Ib/size) 13=1029/0-7-4, 2=68/0-8-0, 22=2819/0-7-0 Max Hoa 2=243(LC 7) Max Uplift 13=-160(LC 8), 2=-335(LC 7); 22=-698(LC 8) Max Gras 13=1029(LC 1), 2=208(LC 17), 22=2819(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORO Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 WEBS 1Row at midpt 6-20.8-19. 10-15, 5.22 FORCES. (lb) -Max. Comp./Max. Ten. - All forms 250(Ib) or less except when shown. TOP CHORD 2-3=50/1276, 35=447/2269, 55=362/2297, 6-7=-527/127, 7-8=549/121, 8-9=-2256/449,9-10=-2313/359, 10-11=-3501/450 BOT CHORD 2-23=-1252110, 22-23=-546/121, 19-20=503/220, 18-19=89/1264, 17-18=52/408, 9.15=-366/199, 14-1 5=-801/4936,13-14=-299/1995 WEBS 3-23=97/384,20-23=-799/24,3-20=1059/486,6-20=-2702/465, 6-19=-93/1167, 8-19=-979/266, 15-18=-39/844, 8-15=249/1092, 10-15=2851/527, 20-22=-2827/679, 5.20=-336/174, 10-14=-1603/392, 11-14=-168/1676, 11-13=2001/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seconclgust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift aljoint(s) except 6t=lb) 13=160,2=335,22=698, 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. IER P `J ENS� i No 22839 AYFF441 Z •��S'S ONA%op�� Water P. Finn PE No.22639 MITek USA, Inc. R. Cott 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 ®WARNING - Verily Ensign Aavmnlera end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A10-7473 rev. 1003 2015 BEFORE USE Design valid far use only with Mir/ Connectors. This de3ign Is based only upon Parameters shown, end Is for en Individual bunting component, not � a tmzs syAem. Befom use, th0 buiidkg designer must wafyhe appgeabigyof design parameters and pmperty hom,u ale his design into he oveait buildingdesign. Bracing Indicated is to prevent buckling 0lndlNdual truss web and/or chord members any. Additional temporary and permanent bracing MiTek' Is elvers required for Stability add to prevent Collapse won possible personal Injury and property damage. Forge feral guidance regarding ha rabdoston. storage, delivery, erection and among oftmsses and buss Systems. see ANSM11 Quality Ontario, DSB49 and SCSI Building Component SafofylnPormation available from Truss Plate Module, 21B N. Lee S1mal. Suite 312. Alexaudda, VAM314, 6904 Parke East Blvd. Tampa, R MID r Job Truss Tnlss Type Oty Ply J38874 DANIEL T18911628 J38874438874A A15 Roof Special 1 1 Reference kI East Coast Truss. Ft. Pierce. FL 34946 8.330 s Dec 62019MiTskIndustriee Inc. Mon Dec 16 09:01:342019 Pape 1 ID:aDt61 k?izyZE1 HNX9o12)hyBlOb-OOZPT963xAwleslAo4hhzSZEOEXwAKm7pEKzBYy8R01 z2o00 fis-1t11-.6s s1}et.o 168 2N9o& 8-t10-0111 s10-11 4a8-11 --1u2 4 ao 0.2 0414sas10-2s511-4 z-se Scale=1:85.7 5x5 = 5.00 12 7 3x6 i 3 6 8 8 3.6 2x4 3x6^ i II g 34 5 10 axe i 3 2x4 It 11 51 3.4 II 17 12 13 2 25 26 6x8 = a 8 6 19 3.1 21 20 15 14 2.00 12 4A _ 4x6 = 5,10 6x8 = Axis = 34 II 1s" 211a 1211.8 lapn 23nn 31-Ion 4oao 4N-12 4s-1w atlas I saz o-se e-1oa sloo I aslz I ass I Plate Offsets (X,Y)- (18:0-2-4,D-2-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.34 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.71 17-18 >554 180 BCLL 0.0 ' Rep Stress [net YES We 0.92 Hoa(CT) 0.10 14 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 2591b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-18: 2x4 SP No.t WEBS 2x4 SP No.3 *Except* 13-14,5-20: 2x6 SP No.2 REACTIONS. (lb/size) 14=1137/0-7-4, 2=214/0-8-0, 20=2423/0-7-0 Max Hom 2=254(LC 7) Max Uplift 14=-182(LC 8).2=255(LC 8), 20=-627(LC 8) Max Grav 14=1137(LC 1). 2=358(LC 17), 20=2423(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18 FORCES. fib) -Max. Comp./Max. Ten. -All forces 250(lb) Or less except when shown. TOP CHORD 2-3=.40/580, 3-5=284/1357, 5.6=-198/1369, 6.7=-936/193, 7-8=953/189, 8-10=-2040/366, 10.11=-2405/457, 11-12=-2338/369 BOT CHORD 2-21=-622/0, 20-21=-028/101, 17-18=44/293, 16-17=122/1562, 15-16=-299/2126, 14-15=-342/2088 WEBS 3-21-94/295, 18-21=-416/320,3-18=873/461,6-18=-2226/375,6-17=-43/908, 7-17-6/416, B-17=-909/274, 8-16=80/657, 10-16=-004/206, 11-15=-322/159, 12-14=2220/369, 18-20=-2416/605, 5-18=-339/174 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=6.Opsf; BCDL=6.Opsp h=1711; B=45ft; L=46ft; eave=6ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); parch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 1jt=lb) 14=182,2=255,20=627. 7) This Muss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. \\111111/III �So\P� ..ERF �.... 4"4'cENS•Le i No 22839 , �'N. n? ���IS'91ONA% Waiter P. Finn PE ND22839 MITek USA, Inc. AL Cert 6634 69D4 Parke Past Blvd. Tampa R. 33610 Date: December 16,2019 ® NARNING-Vei,fy dos,,irpaamelers anCREAO NOTES ON THIS AND INCLUDED M11NE8 REFERENCEPAGE 61II7473 iev. I0,012015 BEFORE USE, aaaa Design valid for use ony with Mask® connectors. This design Is based only upon parameters shown, and is for an individual building congia end net Iva a Uuss system. Before use, the building designer must verity the appRabipry of design parameters and property Incertitude Ws design Into Me overall bulldingdesign. BrecingIndicated Istoprawntbucking ofindNetialtesswebandPorchord members only Additional temporary and ermanenlbracing M!Tek' Is always required for stability and to prevend corapwwoh pass ia, personal injury and propeM damage. Forgeneral guWance regard'ug she fabncatibn, stoma?, dativery erection and bradng diseases and Mike systems, we ANStl Il Oualiy Cdwda,DSBA9andaCS/Bullding Component Bass Parke East Blvd. Salsfylnrdrmafldn avahr W from Tess Plate Institute,218 N. Lee Smi Suite 312. Assertive. VA 22314. Tampa. FL Sent Job Truss Truss Type Oty Ply J38874-J38B74A A16 ROOF SPECIAL i tob [38874DANIELT18911629 Reference optional I Nss, Ft. Pierce, FL 34946 5.00 12 5x5 = Dec 52019 MTek Industries, Inc. Mon Dec 1609',01:352019 Scale =1:80 2 31 Zl 12 15 14 iJ 200 AIM = 40 = 5x10 = Sis = Are 30 II 3x4 II 5x8 = 1330 611d 12-11A 11g/J '1349 3650 ]] ;a ]T-tP0 C1-53 46D0 6-11d oat s-sd Tso l Tea ].T.2 4s1a I oao Plate OBsets(X,Y)- 116:0E-40-3.01 119:0.2-40-241 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (roc) Vde8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) -0.40 18A9 >997 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.8218-19 >484 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.85 Horz(CT) 0.10 12 TUB GIB BCDL 10.0 Code FBC2017?PI2014 Matnx-AS Weight: 258 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'Excepl' BOTCHORD 10-14: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' WEBS 5-21: 2x6 SP No.2 REACTIONS. (lb/size) 2=192I0-8-0, 12=1149IMechanical, 21=2466/0-7.0 Max Ho¢ 2=270(LC 7) Max Uplift 2=.267(LC 8), 12=183(LC 8), 21=-611(LC 8) Max Grav 2=344(LC 17), 12=1149(LC 1). 21=2466(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5/632, 3-5=260/1426, 5-6=173/1439, 6-7=-926/192, 7-8=966/184, 8-10=-1981/340, 10-11=-2552/425, 11-12=-2516/411 BOTCHORD 2-22=677/0, 21-22=-439/100, 18-19=81/274, 17-18=-122/1787, 16-17=-324/2458, 13-14=-129/394, 12-13=-330/2292 WEBS 3-22=-96/303, 19-22=451/294, 3-19=886/466, 6.19=-2277/350, 6-18=34/945, 7-18=0/397,8.18=1094/300, 8.17=0/478. 10-17=-711/204, 13-16=20311920, 19-21=-2460/589,5-19=-341/175 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10.0.0 oc bracing: 14-16 1 Row at midpt 6-19. 8-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf, h=17ft; B=45ft; L=46ft; eave=6tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=267, 12=183, 21=611. 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. IeR Pa. , No 22839 irz 90: iF OF 40 �..,41, �NA� IE00 Waiter P. Rnn PE No.22839 Mii USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 16,2019 ® WARNING-Venl➢design varamerers and READ NOTES ON THIS AND INCLUDED,AITEK REFERENCE PAGE MII-]GI] rev. 10'03r2015 BEFORE USE Design valid for use only with MITe is connectors. This design Is based only upon parameters shown, and is for an indvidual building component, not i Lai' a toss system. Before Use, rue building designer must very the applicability of design parameters and property modoxrate this design into rue orerall bundingdesign. Bracing Indicated is to prevent budding oflndlvldual toss web andlm'ahord members only. Additional temporary and pennanenl bracing IVI)}IBk is always declared for Stability and to prevent collapse with pos4Ne parallel injury and propedy damage. Forgeneolguidanceregarfir the fabrication.storage, delivery, Section and bracing oftrusses and truss systems, see ANSVIP1l Quality Wind., DSI4e9 and SCSI Building Component Sefetylnformmlon available Vom Truss Plate lnAXute,218 N. to Street. Sude 312, Alexandria VA22314. 6904 Parke Fast Blvd. Tampa. FL 36610 Job Tmss Truss Type Qty Ply 111874_DAN16L T18911630 J38874-J38874A A17 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:01:36 2019 Page 1 ID:aDt61 k?izyZE1 HNX9o2XryBIOb-Mnh9tr8JTnAOsAuZvVk92teael BmF WQGYp4GQy8ROj ' -x2--o-a0 1 7.u9z 1� 30.E I E-0 415-26-0 1I�J66-0 F10.10 &.10 3n1-z I&14 1 a� 600 12 5x5 = 5x5 7 8 Scale = 183.0 x] 22 - 16 15 14 4x5 = 4x8 = 5x10 200 12 3x4 II 6x6 = 4x6 = 3x8 II Sx8 = 13an e-nE a-n.e 1340 2310 307E 37EE z7.tao a'-sz 4aoE s11E I N 99.0 1 7-7E 1 6-10-1a M I 4E-14 I aw Plate Offsets (X Y)— [17:0-6-40-3-4](20:0-2-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Ude0 Lid PLATES GRIP TCLL 20.0 Plate Gip DOL 1.25 TC 0.63 Vert(LL) -0.39 19-20 P999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.81 19-20 ,492 180 BCLL 0.0 - Rep Stress Ina YES WE 0.84 Hon(CT) 0.09 13 We Na BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 26916 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 11-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' WEBS 5.22: 2x6 SP No.2 REACTIONS. (lb/size) 2=193/0.8-0, 13=1149/Mechanical, 22=2465/D-7-0 Max Horz 2=262(LC 7) Max Uplift 2=268(LC 8), 13=184(LC 8), 22=-609(LC 8) Max Grav 2=340(LC 17), 13=1153(LC 14), 22=2465(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=0/643,3-5=257/1425, 5-6=-173/1434, 6-7=-947/189, 7-8=-856/201, 8-9=-2071/473, 911=2030/346, 11-12=-2562/427, 12-13=2525/412 BOT CHORD 2-23=-700/0, 22-23=-438/99, 18-19=0/932, 17-18=-324/2450, 14-15=-118/416, 13.14=-332/2296 WEBS 3-23=-96/302, 20-23=-443/289, 3-20=890/468, 6.20=-2234/349, 6-19=-43/1000, 7-19=-27/296,8-19--590/223,8-18=367/1399, 9-18=-475/248, 11-18=£52/197, 14-17=-216/1914,20-22=-2458/588,5-20=-329/167 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 1 Row at midpl 6-20 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) VascI 24mph; TCDL=6.Opsf; BCDL=6.Ops1; h=1711; B=45ft; L=46ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) 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) except (jt=lb) 2=268,13=184.22=609. 8) This truss design requires that a minimum of 711W structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord, ,,1111111111///j %% P�C ER . �' F/yy"', .i�i �%�� av�c E N & * No 22839 tIzz IS eau.' �F O R 1 Q.. 'N`4 �• , ,ONA11 1,?�� Walter P. Rnn PE No.22839 MiTek USA. Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Vetlly design pan. meters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NIId473 rev. 10102,2015 BEFORE USE. Design valid for use onlyweh Minerals connectors. This design is based only upon parameters shown, and Is loran IMiNdual coming component, na a MIss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate use design Into the overall buildbgdesgn. Breung indicated is to prevent buclIng of Individual MISS web endear Moral members ants. Adddlonaltempamryandpemunembracing MiTek' is always required for nobility and to prevent collapse with possible personal injury and pmpeny damage. For general guidance regarding vie fabricates,storage, dellvery, erection and bracing ofbusses and Was systems,see ANSVTM1 Duality CdWGu DS849 and SCSI Building Component sets Parke East BIM. S.hgMrarmation anbbk from Tmss Piae InnaNe.218 N. Lee Mme, &Ae 312, Alexandra, VA 22114. Tamp., R 36810 Job Truss Truss Type Cry Ply J38874_DANIE1 T18911631 J38874-J38874A 301 ROOF TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dee 5 2019 Mil Industries, Inc. Mon Dec 16 09:01:38 2019 Page i ID:aDt5lk7izyZE1HNX9oZXryBIOb-J9owIX9a700k5T2x1vmd7ljgVmD6901k$IAKJyBROh 124412 -2-0-0 0-]-8 8-11-0 12-7-4 12 0 16.50 20.8-8 25a-0 2]-0-0 2.0.0 3-84 0442 3-84 4.18 4]-8 2-0.0 60.12 Scale : 114'=1' d' 4.4 = ai = 4x4 = see = 64 = 4x4 = 8-11-0 12-74 12-8.12 16-&0 25-0-0 e-11-0 I ja Plate Offsets (X,Y)-- [6:0-2-0,Edgel. [12:0-3-O.Edge][13:0-3-0 Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (Icc) Vizier L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Ven(LL) -0.46 12-13 >666 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Verl(CT) -0.6912-13 >439 180 SCLL 0.0 ' Rep Stress Ina YES WE 0.88 Holz(CT) 0.07 10 me ma BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Attic -0.28 12-13 338 360 Weight: 1141b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 12-13: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1190/0-8-0, 10=1190/0.8-0 Max Hare 2=-131(LC 6) Max UpIiO 2=-201(LC 8), 10=201(LC 8) Max Grav 2=1248(LC 14), 10=1248(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2551/220, 3-4=-2137/129, 4-5=-1823/156, 5-6=-30/675, 6-7=-30/675, 7-8=1823/156, 8-9=2137/129, 9-10=2551/220 BOT CHORD 2-13=-102/2427, 12-13=0/1878, 10-12=-102/2337 WEBS 8-12=0/565, 4-13=01565, 6-7=-2596/226, 3.13=610/158, 91 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD 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=6.Opsf BCDL=6.0psf; h=17ft; 8=45ft; L=25ft; eave=4fl; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 3) 120.01b AC unit load placed on the Interior chord, 12-8-0 from left end, supported at two points, 2-0-0 apart. 4) The Fabrication Tolerance at joint 12 = 16%, joint 13 is 16% 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads, 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (30.0 par) and additional bottom chord dead load (0.0 pad applied only to room. 12-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except (jt=1b) 2=201, 10=201. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1Ir gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. .`a%,,*P��C No 22839 we 0' A F :4Q/ eas Waiter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa EL 33610 Date: December 16,2019 &WARNING -Venty design parameters and READ NO TES ON THIS AND INCLL'OEO MITER REFERENCE PAGE 4IIId473 rev. 1010D2015 BEFORE 05E. �e Design valid fir use only with Mini WdnepWe. This design B based only upon parameters shown, and Is for an Individual building mmponen4 not �y ��• a Was system. Before use, the bulking designer must veal me apptioabilly of design parameters and property Incorporate this design Into the overall �`ttYY building design. Bracing Indicated is to prevent buckling 0 individual truss web ardor shod members only. Mililonal temporary and permanent bracing MiTek' balwaysrequkedfor Mt ildyandtopreventcollapsewithpossiblepersonal Injuryandproperlydamage. Forgenaalguldanceagerong81e fabrication, slonege, delberyry aregbn and bating grannies and Bass "isa,see ANSUFP1l costly creeds, DSB49 add SCSI Building component GSo4 Parke East Big. SeNryb formmmre avallaEle from Tws Plata Inataute, 218 N. Lee S1reeL Suba 312, Alexandria, VA 12314. Tampa, FL 36510 Job Truss Truss Type Oty Ply J38B74 DANIEL T18911632 J38874J38874A B02 ROOF TRUSS 2 1 Job Reference (optional) East Coast Truss, Ft. Pierre, FL 34946 8,330 s Dec 5 2019 MTek Industries, Inc. Mon Dec 16 09:01:39 2019 �I 3x4 = 3x4=y4= 3x4 = 6 7 a 4x4 = 6x8 = 6x6 = 4x4 = &11-I 44-0 1-2-0-0-0 21N0 I 26-0 I 8-71-0 Scale, 1/4"=V 4 Plate Offsets (%Y)- [6:0-2-0 0.2-111 17:0-2-00-2-111 113:0-3-0 Edge1 [14:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.39 13-14 >786 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.5413-14 >560 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 HoR(CT) 0.07 11 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Attic -0.29 13-14 332 360 Weight: 116 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-14: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 *Except* 5-8: 2x4 SP No.2 REACTIONS. (fib/size) 2=1190/0-8-0, 11=1190/0-8-0 Max Holz 2=-117(LC 6) Max Uplift 2=-201(LC 8), 11=-201(LC 8) Max Gmv 2=1253(LC 14), 11=1253(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt Se FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2527/217, 3-4=-2182/135, 4-5=1883/159, 5-6=-7/385, 6-7=0/434, 7-8=7/385, 8-9=1883/159, 9-10=21821135. 10-11=-2527/217 BOT CHORD 2-14=-99/2399, 13-14=0/1947, 11-13=99/2312 WEBS 9-13=0/526, 4-14=01526. 3-14=535/146, 10.13=-535/146, 5-8=2302/125 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=6.Opsf; BCDL=6.OpsY h=17ft; B=45ft; L=25111; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 120.011, AC unit load placed on the interior chord, 12-8-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water pending. 5) The Fabrication Tolerance at joint 13= 12%,joint 14= 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 part) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ut=lb) 2=201, 11=201. 10) 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 directy to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. � C G E Ill ! No 22839 ir 0: . A F :�� O R •�� 14,1 ONAI �r1`O� Waiter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: December 16,2019 ®WARNING - `/erify dclign parzmarers and READ NOTES ON THIS ANo INCLUDED 411 TEK REFERENCE PAGE M14I472 rev. 1010312015 BEFORE USE Design valid for use only wall MITemb connectors. This design is based only upon parameters shown, and is for an IndMdval building component, not a truss system. Before use, the bullollog designer must vent' We applicablliy of design parameters and properly Incorporate mis design Into the overall bulldingdesign. Breding indicated is to prevent buckling ofludN,dual truss web and/or Um amembers only. A4dnionaltemporeryaMpmmanentbacing WOW Is always required for stabidy and to prevent collapse with possible personal Injury and propery, damage. For general guidance regarding me fabdmton,stumge,delivery.emd[onmdbmcingofVssesand Wsssyslems,see ANSITPll Quality Criteria, DSB49 and Bmi Building Component fig04 Parke East Blvd, Sarm,hilbor atlan angabbaom Tmas R.Ie InMNWe.218N.Lee BVe0,Sude31ZM.dd..VAM14. Tampa,RL 36810 Job Truss Truss Type Qty Ply J38874_DAME L T78971633 J38874.J38874A B03 Hip 2 1 Job Reference (optional) East Coast Truss, Ft.. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 2019 Paget FY?1[=1fIL'8ll 6x5 = 4x8 = 1$ 4x4 = 3.8 = 3x4 = 3x4 = 4x4 = B-0-0 16-0-0 25-4-0 9aA I 7-0-0 I BO-0 Plate Offsets (X Y)— (5:0-5-4 0-2-01 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.15 9-17 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Ven(CT) -0.33 9-17 >910 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Hoa(CT) 0.07 7 nuts n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 120111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=113010-8-0.7=1130/0-8.0 Max Hoa 2=99(LC 7) Max Uplift 2=261(LC 8), 7=261(LC 8) BRACING - TOP CHORD Strucluml wood sheathing directly applied. HOTCHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2065/364, 3-4=-1755/303, 4-5=1591/308, 5-6=-1755/304, 6-7=-2065/364 BOTCHORD 2-11=-229/1880, 9-11=-I 21/1590, 7-9=22911880 WEBS 3-11=328/117, 4-11=0/394, 5-9=0/394, 6-9=329/116 NOTES. 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7.10; Vua=160mph (3-secand gust) Vasd=124mph; TCDL=6.Opsf; BCD1_=6Dpsf h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL :1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chard live load nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will el between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except (jt=1b) 2=261,7=261. 7) This truss design requires that a minimum of 7116" structural wootl sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. JSR P.I ��pENSF 1, 0, No 22839 0. :4 •. OR\OP��Z`� 1�4OS,ONA, k�`�%%% Walter P, Rnn PE No22839 MRek USA, Inc. FL Can 6634 69134 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 WARNING. V.Rf, assign yeramnera antl READ NO FES ON THIS AND INCLUDED MIT£H REFERENCE PAGE Mll-7473 rev. IM312015 BEFORE USE. Design valid for use only wah MTeM9 connectors. This tlesign Is based only upon parameters shaan, and Is for an Individual bugaing component, not a Was system. Before use, the building designer must very the applicability of design parameters and property inwNmate this deslgn Into me overall buildingdadign. Bracing intliald is to prevent bu4lwg ollndMdual Wssweb anther diwrd members my. AddnbnaltempoaryaMpisommuMbreting MiTek' is aWays required for mabildy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, eredlonand branding Mtmssesand Va55 systems,see ANSIGNP11 Quality Cdteda, DSB89 and SCSl6uflding Component 6904 Parke East BNd. Sal ylnhTmaflon available hem Truss Plme InMde %218 N. Lee Slreel, Suke 312, Alexandra. VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874 DANIEL T18911634 J38874-J38874A 804G Hip Girder 1 1 Job Reverence (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 16 09.01:42 2019 Pagel ID:aDt61k?izyZE1 HNX9olZXryBIOb-Bx208uC42dwA 5MiGIrZl8uYdSHu23PIfUGOT4y8ROd -2-0-o as14 7-D-o 1aa1s 1aa1 110 21a2 2s-4-o T 2-0-0 a8.14 3-2-2 &&15 3-&3 3-9-15 3-2-2 3-9-14 2-0-0 Scale: 114'=l' NAILED NAILED axis = NAILED 3x4 _ NAILED NAILED Special 1.4 II NAILED ASS = 36= 3x4 _ NAILED 3x8M186H6 = Gas = NAILED 3x4 = 3x8 = Spaces? 4x4 = NAILED NAILED Special NAILED M7 ia9.15 1 14-1i1 1r1-a-o i zs4-o 7460 Ms 3&3 &&15 7-0-0 _ Plate Offsets (X,Y)- [2:0-0.6,0-0-01, [4:0-5-8,0-2-01. [7:0-5-4,0-2-01, [9:0-4-2,0-1-81 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.25 12-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0,4812-14 >635 180 M18SHS 244/190 BOLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.13 9 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 12916 FT=20% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.i WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1878/0-8-0, 9=2011/0-8-0 Max Harz 2=81(LC 31) Max Uplift 2=539(1_C 8).9=473(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purling. BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. FORCES. (Its) -Max, CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4012/1048, 3-4=3806/1018, 4-5=4483/1080, 5-6=-4582/1027, 6-7=458211027. 7-8=-0146/851, 8-9=-4347/882 BOT CHORD 2-15=-868/3661, 14-15=-812/3504, 12-14=-923/4483, 11-12=-658/3818, 9-11=-716/3968 WEBS 3-15=268/144, 4-15=1291308, 4-14=14011293, 5-14=-602/174, 6-12=4891214, 7-12=-269/1007, 7-11=-1321300, 8-11=266/154 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=6.OpsY BCDL=6.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconco0ent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ut=1b) 2=539, 9=473. 8) "NAILED" Indicates 3-10d (0.148x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 5881b down at 18-4-0 on top chord, and 91 Its down and 212 Ib up at 7-0-0, and 91 Ib down and 212 Ib up at 18-3-4 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 (S). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-7=60, 7-10=60, 16-19=20 11f1111111111�,, N111P� CBR P, Rjti �i" i No 22839 aa aw OF a. Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 &WARNING Verily desgnparameters and READ NOTES ON THIS AND INCLUDEDMITEN REFERENCE PAGE 4711-7473 rev. 10.'0311015BEFORE USE Design valid for use onfywith Mdek®colmectors. This design Is based only upon parameters shown, and is an an individual Wilding camponeat not a buss system. Before use, Me build'mg design¢r must worry No appricabirdy of design parameters and pmpeM lnco poste this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andror chow members only. Manional temporary and permanent bracing MiTek' Is always recalred for stabltity and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication. storage. detivery, erection and been, oftni and Was systems, see ANSUTPI1 Doarn, Crrfeda, DSB49 end SCSI aulldrng Component 6904 Pahe East Bred. Saferylnrorraboon available from Truss Plate Institute. 218 N. Lee Street, suee 312, Alexandria, VA 22314. Tampa, FL 36610 IiIIIIIIIIIIIIIE Job Truss Truss Type Oty Ply J38874 DANIEL T18911634 J38874J38874A 804G Hip Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Man Dec 16 09:01:42 2019 Page 2 ID:aDt61 k7izyZEt HN%9DIZXryBIObBx208uC42dwAa5MiGIrZIBuYdSHu23PINGOT4y8ROd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-122(F) 7=420(F) 15=91(F) 14=60(F) 5=122(F) 6=122(F) 12=60(F) 11=91(F) 22=-122(F) 24=-122(F) 26=122(F) 27=60(F) 28=-60(F) 29=60(F) ®WARN.'NG - Anne design parameters and READ NOTES ON THIS AND INCLUDED NREK REFEREI, CE PAGE JWI T473 rev. 10�1TWOS BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shaven, and le for an Individual building component, not a Wss system. Before use, the building designer mug verify the app0cabpily of design parameters and property Nwrpamte Nis tlesign into the overall building design. Bracing Indicated is to prevent buckling of Individual tress web anchor chard members only. Metanal temporary and permanent bracing MiTek' Is always required for Stability and to prevent coapse with possible personal Injury and property damage. For general guidance MaNilry Me fabrication. Storage.delivery. meaning and bmcing obsesses and Miss systems, see ANSgIPII Ouafiy Canada,DSB-99 and SCSI Building Component 61104 Parka East Blvd. Seyefylafnrmagan available fmm Tress Plate lnstgute, 218 N. Lee Street, gage 312, Nexentlda, VA 2TJ14. Tampa. FL 36610 Truss Truss Type Gty Ply J38874 DANIEL T18911635 �Job 38874-J38874A B05G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 cm 8,330s Dec 52019 MTek ID:aDt81k7izyZE1 HNX9oIZXryBIOb-7JABZ 144 -0 2 IN 3A5 I ( 3-9-15 - NAILED NAILED NAILED 4x8 = NAILED 1x4 II 3x4 = 4x8 = NAILED NAILED NAILED 4 22 23 5 24 6 25 26 7 Inc. Mon Dec 1609:01442019 38= 3x4 = NAILED 3xID = 3x8M18SHS = NAILED 3x4 = NAILED SUH24 44 = Special NAILED NAILED 3x4 = NAILED NAILED _ &&14 4394 ]1 22 f35 8I118&-01-05 12.2' I 2140.140 Scale: 1/4'=1' Plate Offsets (X,V)— (4:0-5-8,0-2-01, (7:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.23 12-14 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.4512-14 >676 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina NO W8 0.48 Horz(CT) 0.11 9 me me BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 1291b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E •Except" 9-13: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purling. BOT CHORD Rigid ceiling directly applied or e-5-12 oc bracing. REACTIONS. (lb/size) 2=1861/D-8-0,9=215B/0-8-0 Max Hoa 2=81(LC 30) Max Uplift 2=538(LC 8), 9=533(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3966/1046, 34=-3761/1016, 4-5=4424/1076, 5-6=-4424/1076, 6-7=-4479/1022, 7-8=4119/886, 8-9=-4415/956 BOT CHORD 2-15=-866/3619, 1415=-810/3464, 12-14=-865/4479, 11-12=-682t3795, 9-11=-793/4074 WEBS 3-15=-262/136,4-15=-131/309,4-14=-141/1268,5-14=4861213, 6-12=4771261, 7-12=2331904, 7-11=-23/677, 8-11-348/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf h=17ft; B=45ft; L=25ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent with any other live loads, 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except gt=1b) 2=538, 9=533. 8) Use USP SUH24 (With 4-1Od nails Into Girder & 2-1Od x 1-1/2 nails into Truss) or equivalent at 22-3-4 from the left end to connect buss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-iOd (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 2121b up at 7-0-0 on bottom chord. The designtselection 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 (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=60, 4-7=-60, 7-10=-60,16-19=-20 No 22839 ir O: YE O F ��i�F •: O R � � Q' O�SS,'�NA1 ,J*, Walter P. Rnn PE No22839 MlTek USA, Inc. FL Cert 6634 6904 Parke East Bind. Temps FL 33610 Date: December 16,2019 WARNING. Verily design parameters antl READ NOrES ON THIS AND INCLUDED MREN REFERENCE PAGE MI47473 rev. 10.1Y2015 BEFORE USE. Design valid for use only wM Mtinek®comments. This design Is based only upon parameters shown, and is for an individual building componerdt net a truss system. Below use, Me building designer must vedrylhe applicability of design parameter, and properly incorporate the design Into the overall 7 bulidingdesign. BrarnglndicatedIstopreventbucklingofindividualtrusswebandlorchordmembersbent. Aldili naltemporaryandpermanentbracing Mffek' Is Mays required ter stabli y and to prevent colapu with possible personal Injury and property damage. For general guidance regaining Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVDP11 Quality Orlwda, DS949 and BCM Buffering Component 6904 Parke East BM. Saleylnlormaflon available fwm Truss Plata lnneute,218 N. Lee Streel. Sufte312,Alexandro VA22314. Tampa. FL MO Job Truss Truss Type ply Ply DANIEL T18911635 J38874-J38874A B05G Hip Girder 1 1 �.136874 Job Reference (optional) test toast Iolas, Vt. Fience, VL 34946 8.330 s Dec 5 2019 MTek Industries, Inc. Mon Dec 16 09:01:44 2019 Page 2 ID:aDt81k7izyZE1HNX9clZXryBIOb-7JAMELaFAupP W5NAD NZzvRGroWz2b6olVYzy8ROb LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-122(13) 7-132(8) 13=-60(B) 15=-91(B) 14=-60(B) 5=-122(B) 6=122(B) 11=-66(B) 22=-122(B) 24=122(B) 26=-122(S) 28=-60(B) 29=60(B) 30=60(13) 31=-199(B) 32=242(B) ®WARNING -V—fy design Faramemr. and READ NOTES ON THIS AND INCLUDED 411TEK REFERENCE PAGE 4II1-]1]3 rev. 10'0112015 BEFORE USE. Design valid for use only wan Mite so corm mrs. This design Is based only upon paramers now, and is loran Individual building componeaL not a truss system. Before use, me building designer must verify the applicability of design parameters and property incorporate this design Into Me owrell �-�•YY buildingdeslgn. BmcingIndicatedIstoprawnlbuckingaflndiAdualtrusswebarNorchordmembersony Addabnalmmporaryand permanent bradng M!Tek' Is always required for stabilay and to prevent collapse with possible personal iryuryand property damage. For general guidance regaining the labAl'agon.storage,delivery, eredbn and bmdrg of lrusseseM wzs ryatems,sae ANSUP11 Duality Cdlerle, DSB49 and SCSI Sul/Wag Component 6904 Parke East Bind. Saretyisleno oflen available from Truss Plate Instaule, 216 N. Lee Stream, Suae 312. Plexandtla. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J38874 DANIEL T18911636 J38874-J38874A col Roof Special 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34W 12 4x4 = 5.00 8.330 s Dec 5 2019 MTek Industries, Inc. Mon Dec 16 09DIA5 2019 Page 1 :E1 HNX9olZXryBDb-bV*,ZmwFzLYIIRY5HxtOGvmW5LfH FNdILSV24Py8ROa Stale=1:42.3 ialb 3x10 = 3.4 II Sx5 = 3x4 = i 142-u 14 g 1a-4-14 2D2-11 2J-0 5-100 510-0 0 4-11-14 5-9-14 Plate Offsets (X.Y)-- 12:0-7-6,Edge1.13:0-2-0,Edgel. It 1:0-2-12,0-2-121 LOADING (pso SPACING- 2.0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(L-) -0.27 12-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.5612-21 >534 180 SCLL 0.0 ' Rep Stress Ina YES WB 0.65 Holz(CT) 0.23 7 hills nla BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 1301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP DSS BOT CHORD 2x4 SP No.3 *Except* 2-11: 2x4 SP No.t, 7-10: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. fib/size) 7=1002/0-7-4, 1=1015/0.8.0 Max Hoa 1=-113(LC 6) Max Uplift 7=166(LC 8), 1=158(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (ID) or less except when shown. TOP CHORD 1-2=-391/82, 2-3=-2356/391, 3-4=-2434/482, 4-5=-1842/381, 5-6=-1870/341, 6-7=2069/359 BOT CHORD 2-12=-280/2215, 11-12=-121/1395, 7-8=-273/1873 WEBS 4-12=-212/1133, 4-11=113/714, B-11=251/1719, 6-11=2861106, 3-12=584/209 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=6.Opsf, BCDL=6.Opsf, h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will 0l between the bottom chord and any other members. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSIrTPI 1 angle to grain formula Building designer should verffy capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except dt=lb) 7=166,1=158. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 : 9 A F : 41J Q '/O�CC •,�S'S��NA� EN��`� Wafter P. Finn PE NDP2839 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December16,2019 ®'WARNING-I'enry design➢arndnnws anC READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. MO]20158EFOREUEE. Design valid for use onfywith MTek® conneGors. This design Is based only upon parameters shown, and Is let an Individual bidding componehi, not a truss system. Before use, the building designer must wary the applicability of design parameters am property incarnated Nis design Into the overall buildlagdesign. Bracing Indicated is to gated buckling of Individual amid web grand chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to standard cagapsawith possible personal Injury and property damage. Forgenedy guidance regarding the (abdutl9n, gets ya,denvery,eduction and among oltmssm am truss systems,sea ANSUTPI10uality LYlteda, DSB49 and BCS1 Building Component 6904 Parke East Blvd.SarorylnfgrmeHoo available from Tmss Plate Instbute, 218 N. Lee Street. Suite 312, Nexandda, VA 22314. Tampa, FL 36610 Job TrussType Dty Ply J38874DANIELT18911637 J38874.J38874A Ic018 Hip 1 1 Jab Reference (optional) east coast truss, It. "am., kL a9agb 7x6 = 4 meat, a use a zm a ml l ex mcusmes„Inc. men use to uv:m:Aa zuTa Scale-143.6 zx4 II ' 11 _. to' o Sea = 3.4 5x5 = 3x4 = II LOADING (psf) SPACING. 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Suess Ina YES BCDL 10.0 Code FBC2017TPI2014 CSI. TC 0.69 BC 0.90 WE 0.65 Matrix -AS DEFL. Ven(LL) Vert(CT) Horz(CT) In (too) Udell L/d -0.22 12-21 -999 240 -0.46 12-21 >653 180 0.21 7 his me PLATES GRIP MT20 244/190 Weight: 130 Ib FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2'Expe l' TOP CHORD Structural wood sheathing directly applied. 1-4: 2x6 SP OSS BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.3 *Except' 10-0-0 cc bracing: 9-11 2-11,7-10: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1014/0.8-0, 7=1000/0-7-0 Max Hoa 1=.98(LC 6) Max Uplift 1=159(LC 8), 7=167(L(38) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-383/82, 2-3=.2783/482, 3.4=-2404/422, 4-5=.1642/336, 5-6=.1844/339, 6.7=-2072/364 BOT CHORD 2-12=.391/2692, 11-12=172/1608, 5-11=-20/426, 7-8=278/1877 WEBS 3-12=804/220, 8-11=-260/1719, 6-11=300/116, 4-12=112/915 NOTES- 1) Unbalanced roof live loads have been Considered for this design 11EEncl., iMWFRtonale r D=psf; h=17ft; B=45tt; L=25ft; eave=4tt; Cal. DOL=760 OL160 (directional); plate grip � p,,'!t 3) de adequate drainageage tnwater 4) This truss has been designed for 10.0 bottom live load live loads. ,,--,ER�P P,, V •� E N g •• ti ��� a psf chord nonconcurrent audit any other ,�� G V F•••, 5)' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� �� will fit between the bottom chord and any other members. No 22889 6) Bearing at joint(s) 1 Considers parallel to grain value using ANSITPI 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 to uplift at joint(s) except (jt=lb) 1=159,7=167. '0 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum she strock be applied directly to the bottom chord. �) �, 4 0 F 0 •, <C/ 1- : O R P CjN Op%� Waiter P, Flint PE No.22839 Wells USA, Inc. R. Gert 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 ®'NARNING -Venly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL1473 rov. 1010312015 BEFORE USE, Design vaid or use only win MreWMasseuse. Tins design 6 based ony upon parameters drown, and is for an magividual budding component not a Chess Systemsecure use, Me building designer must verify Me applicability of design parameters and property incolporete MIS design into the overall buiWingdesign. among Indicated Is to prevent buckling ocindiaduat buss web andlor chord members any. Additional temporary and permanent bracing Mffek• is always required for stability and to preven collapse win possible personal Injury end property damage. For general guidance regarding Me reelected. Sldmge,delivery, erection and bmgirg 0 busses and buss systems, ue ANSM11 quality coleda, DS8 9 and BC5l Building Component 6904 Parke East Blvd. Sal4ylalarmffil0n avallable from These Plate InMhute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 316510 Job Truss Truss Type Oty Ply 138874_DAME L T18911638 J38874-J38874A CO3 Hip t 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5x8 = 3x8 = 8.330s Dec 52019MTek 2x4 11 4x8 = 1.4 II 418 = 2-&0 2-gyp 9-D-0 74-2-0 74 5 0 78-3-8 2&3-8 z-3-o '21 0- - 7 1 9a 0 Dec 16 09:01:48 2019 4x4 = Scale = 1:45e Plate Offsets (X Y)— 13:D-5-12 0-2-81 [5:0-54 0-2-01 f12:0-2-8 0-2-81 LOADING (psf) SPACING. 2-D-0 CS]. DEFL, in (too) near Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.30 13-19 >984 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.6313-19 >474 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.60 Horz(CT) 0.25 7 n1a Fda BCDL 10.0 Code FBC2017ITP12014 Ni Weight: 126 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP DSS BOT CHORD 20 SP No.3 'Except* 2-12: 2x4 SP No.1, 7-11: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1013/0-8-0, 7=1125/0-8-0 Max Herz 1=-97(LC.6) Max Uplift 1=-154(LC 8), 7=259(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 6.0.0 0o bracing: 10-12 FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2=383/124, 2.3=2199/343, 3.4=2069/362, 4.5=2034/353, 5.6=1728/288, 6.7=-2069/362 BOT CHORD 2-13=-175/2051, 12-13=-172/2063, 7-9=-229/1886 WEBS 3.13=0/328, 9A2=28/1571, 5-12=128/1004, 5.9=-417/91, 6-9=377/137 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=6Dpsf. BCDL=6.Opsf; h=170; B=45ff; L=25f1; eave=4N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI7rPl 1 angle to grain formula. Building designer should veiny capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except Ct=1b) 1=154,7=259. 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. No 22839 aa *: :* �9 A F `40C ��i\` • 0f(10• •\c%% Walter P. Ellin PE No22839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempa R.33610 Date: December 16,2019 ®WAR.ONG -Verity design Parameter antl PEAD NOTES ON THIS AND INCLUDEDAIITEN REFERENCE PAGE 411174I9 rev. 10.03 20 C 9EFOR= USE. aaaa Design valid for use aniywdh MnekDconnectem. This design is based any upon parameters shown, and is far an Individual building component, net a truss system. Before use, the binding designer must verify the appllcabllity of design parameters and property Inwr orate this design Into the overall 121, bUldingdesign. Bracing indicated is to prevent buckling M Individual truss web and/or ched membersony. MtlNonaltemporoyandpmmaneetbrecing WOW is always required for stability and to prevent whose win possible personal injury and property damage. Fcrgeneauguidanceregardingthe lab6cation.Storage, deliiey. em0i00 and bracing of Wases and Was syst0m0.5ao ANSM11 Quality Chirac., DSB-89 and SCSI Building Companene 6904 Parke East arid. SarerylnfermAlon avalbble from Truss Plate Institute. 218 N. Lee street. Suite 312, Alexandra. VA 22314. Tampa. FL MID Job Truss Truss Type Dry Ply J36874_DAME L T78911639 J38874-J38874A C04 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5xS = 8.330 s Dec 5 2019 MTek Industries, Inc. Mon Dec 16 09:01:50 2019 5.00 12 3 44x4 = 3.4 II 4x8 = 3x10 = 2.4 II 5x5 = 3x4 = Scale=1:46.] -22-0 84 44-2-0 44�TO 183-8 5 1 I 4 -022 Plate Offsets (X Y)— [2:0-7-2 Edge) [6:0-5-4 0-2-0] 112:0-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) gdee Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(L-) -0.29 13-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ven(CT) -0.5913-19 -508 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.25 7 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 122 he FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepl• 1-3:26 SP DSS BOT CHORD 2x4 SP No.3'Except' 2-12: 2x4 SP No.1, 7-11: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/e¢e) 1=1013/0.8-0, 7=1125/0.8-0 Max Horz 1=-90(LC 6) Max Uplift 1=164(LC 8), 7=259(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10.0-0 oc bracing: 10-12 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/124, 2-3=-2365/357, 3-4=-2390/390, 4-5=-2906/466, 5-6=-2804/450, 6-7=-1972/313 BOT CHORD 2-13=-197/2227, 12-13=-305/2764, 5-12=-254/112, 7-9=165/1754 WEBS 4-12=-51/291,9-12=-104/1545,6-12=-153/1221,3-13=13711147, 4-13=-1033/217 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=6.Opsf; BCDL=6Dpsf, h=17ft; B=45ft; L=25ft; eave=4ft; Cat. II; Edit B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 1=154,7=259. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. No 22839 Waiter P. Rnn PE No.22839 MITek USA, Inc. FL Gen 6634 (i Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily dualyn Paramaluss antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6104173 r"v. 101312015 BEFORE USE. Desgn valid for use only with MTek® connectors. Trill design is based only upon parameters shown, and Is for an thdlNduN building component, not a Miss system. Before use, Me building designer must veriyme apptitability of design parameters and Property incorporate this design Lino the overall buildingdeadi Swing Indicated is to prevent buQling of Individual truss weband/or criers ruembers onry. Additional temporary and permanent bracing MiTek' is always required for slabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, succeed and bracing oflmsses and buss Systems. see ANSUTpIt Quality Crude, DSBA9 and BCSI Building Component 69M Parka East BIM. Sareyleformmlon available from Tmss Pime Institute, 218 N. Lee Street. Suds 312, Alexandria, VA22314, Tampa, FL 36610 Job Truss Truss Type Oty Ply J38974 DANIEL T18911640 J38874-J38874A C05 Common 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 M,Tek Industries, Inc. Mon Dec 16 09:01:51 2019 I0:aDt61 k7izyZE1 HNX9oV.Xry810b-Og5glzJkx03u9TYRHBVg91 m5_4P Wf6Wdj0i 7-12 1 2D-34 44 = Scale =131 3x4 = 1x4 II """ -- 3x8 = 3x4 II 6-]-02 12-7-12 203-0 6]-12 GOO 74-8 Plate Offsets (X,Y)— 15:0-2-4,0-2-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) 0de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.08 6-7 e999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.17 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 HOrz(CT) 0.03 6 file me BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 101 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=927/i 6=79910-3-4 Max Hom 2=128(LC 8) Max Uplift 2=226(LC 8). 6=136(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1517/239, 3-4=867/192, 4-5=903/183, 5-6=-724/177 BOT CHORD 2-9=-232/1345, 7-9=232/1345 ' WEBS 3-7=677/150, 4-7=0/351, 5-7=-66/662 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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=6.Opsf; BCDL=6.Opsf; h=17ft; B=4511i L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=ib) 2=226, 6=136. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord, ► No 22839 Q : OFJ (V44/� .CpR10P%�` Walter P. Rnn PE Ni Wrak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 AWARNING- Verity ees,9n parameter antl READ NO FES ON THIS ANO INCLUO£O A11TEN REFERENCE PAGE MIIdJJ] rev. Ie-02'2015 BEFORE USE. wwww Design valid forum only soh Mrtek®connectors. This design is based only upon parameters shown, and is for an Individual building ..Parent, ned E a truss system. Before use, the building designer must verily 0e appllcability of design parameter and properly incmporm this design Into Me overall buikingdesign. Bracing Intruded Is to prevent Welding of individual truss web andlar chum members only. AddnionLtempmenendpe,manerdbreung MiTek' Is always required forstaardy and to prevent collapse wdh possible personal Injury and property damage. Forgenerlguimmeregardingthe fabrication. storage. delivery, section and bracing oftmsses and truss systems, see ANSLTPll Quality Criteria, USB49 and BCSI Building Component 6904 Parke East Blvd. Safetylnrurmatlan avaJabtefmm Tmas Plate lnsteule, 218 N. Lee SlreM, SutteOH, Nexandda. VA 12314. Tampa, FL 36610 Job Truss Truss Type Cry Ply J31874_DANIEL T78911641 J38874-J38874A C06 Roof Special 2 7 Jab Reference (optional) Truss, Ft. Pierce, FL 34946 5.00 12 8.330 s Dee 5 2019 MTek Industries, Inc. Mon Dec 16 09:01:53 2019 ID:aDl61k7izyZE1 HNX90lZXryB10b-M2CbSfL_S7JcOnigPZX8ESrVIu0272kwBiRTM 4x4 = Scale = 135.3 Fi N "" — 3x4 II 4x4 = 2-M 88-0 14-2-0 14r5,0 20414 2.3-0 2{ap 8&0 o 6-0 55.10-4 Plate Offsets (X,Y)- [3:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.21 11-17 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.4311-17 >551 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Hom(CT) 0.16 7 his his BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 116 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 1-3: 2x6 SP DSS BOT CHORD 2x4 SP No.3 -Except* 2-10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=810/0-8-0,7=799/0-3-0 Max Hom 1=94(LC 7) Max Uplift 1=-120(LC 8), 7=135(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=307/0, 2-3=1658/287, 3-4=1721/379, 4-5=1014/255, 5-6=1050/205, 6-7=.746/169 BOTCHORD 2-11=-262/1554,10-11=108/830,5-10=-277/139 WEBS 4-11=-209/1022, 4-10=38/261, 3-11=551/212, 6-10=126/876 BRACING. TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: BAD 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=6.Opsf, BCDL=6.Opsf h=17ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpF:0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 6t=1b) 1=120,7=135. 7) 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. .` F No 22839 OF : 41Z •,;S'S�ONAfill I 1 e�%% Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verify tlesign parameen ono READ NOTES ON IRIS AND INCLUDED Annex REFERENCE PAGE MII-14r3Ter. 10 0120159EFORE USE Design valid for use onh with MReasicomedtors. This tlesign Is based only upon parameters ah4wn, and is for an IMiNdual building component, am a truss system, Before use, the building designer must veify the applicability of design paranoters and property incorporate Nis design into the metal buiidingdesign. among indicated Is tosummit budlingofIndividual tress Web andlmchord members only. Add4ionaltemporaryaMpermmeNVr ng MITek' is always required for slabilry and to prevent collapse with possible personal injury and property damage. For general guttered regarding the fabrication, storage, delNery,enecton and bracing m trusses and Wss systems, see ANSIITPhI Quality CHMAI,, DS849 and BCSI Building Component 6904 Pat Fast Blvd. Sayeylnforsomon available" in Trues Plata Institute. 218 N. Lee Slrem. Suite 312, Alexandria, VA 22314. Tempe FL 36610 Job Truss Truss Type City Ply J38874_DANIEL T78971642 J38874.J38874A C07 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 S Dec 52019 MiTek Industries, Inc. Mon Dec 16 09.01:54 2019 Page 1 ID:aDt61 k7izyZE1 HNX9olZXry910b.rEmzf7McDJRTOxHOzG2NngOgSIMOSVe3PMA1 vNy8ROR 2-34 8.64) 13-2-8 114-2-0 20.34 230 63 44i8 0.11, 6-14 5.5 = 2x4 II 1Fl 3x4 = axb = 3.4 II 4x4 = Bf6-0 1422 14r5,0 20-34 23-0 6-0-0 I 5.8-0 5-104 Scale =1:59 B Plate Offsets (X Y)- (3:D-1-12 Edgel LOADING (fist) SPACING. 2-0-0 CSI. DEFL. in (lac) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) 0.23 11-17 b999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.4311-17 >548 180 BCLL 0.0 ' Rep Stress Incr YES VJB 0.41 Hom(CT) 0.16 7 Was n/a BCOL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 1241b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 1-3: 2x6 SP DSS BOT CHORD 2x4 SP Na.3 *Except' 2-10,7-9: 2x4 SP Na.2 WEBS 2x4 SP No.3 REACTIONS. (Ielsize) 7=799/0.3-4,1=810/0-8-0 Max Harz 1=206(LC 8) Max Uplift 7=-159(LC 8). 1=96(LC 8) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling direc0y applied. Except: 10-0.0 on bracing: 8.10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-305/0, 2-3=16611249. 3-0=17311350, 4-5=-710/147, 5-6=714/152, 6-7=-741/190 BOT CHORD 2-11=-358/1558, 10-11=-172/765, 5-10=-296/156 WEBS 3-11=.569/230,6-10=196/913,4-11=245/1080 NOTES- 1) Winfd ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsq BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at join(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity Of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1 except 0=11i) 7=159. 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. lc•'•• No 22839it z OF :•�� Wafter P. Ran PE Na.22839 MITek USA, Inc. R. can SUM 6904 Parke East Blvd. Tampa R. 33610 Data: December 16,2019 ® WARNING -Verilyd"i9n panmete�s and READ NOTES ON THIS AND INCL USED WIEX.REFERENCE PAGE 1,1114473 rev. 10,03g015 BEFORE USE Design valid for use only Who MTek®connmors. This design Is based only upon parameters shown, and Is for an indlNdual building component, not �1p a truss system. Before use, the buiding designer must witty the applicability of design parameters and property Incorporate this design Into the overall It��oo• buildingdesgn. Bracing mended IS10RueventburlJingofIndiNdualRuss web anchor Almost members only, AdddonaltempomryaMpmmaneatbradng MiTek' Is always required for stability and to prevem coffapbewdh possible personal Injury and pmpeM damage. For genets guidance regalUing Ale fabewtisn, storage, detivery, Wadden and bradng oftmsses and truss systems, see ANSUIPrl duality Woods, DS949 and SCSI Building cosponsor 69N Parke East BIW. Se dWifth rnatisn avabiblefires Truss Plate InaltUte,21e N. Lee Street, Suit,312,Alexandria VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J38874 DANIEL T18911643 J38874-J38674A C08 Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 52019ll Industries, Inc, Mon Dec 16 09:01:55 2019 Page 1 2x4 115x5 = �6 3x8 = 3x4 11 48 = 161 23-0 2$D 860 10.2-0 1 S,E, 0 20.34 2J0�03 640 5441 a 50.12 0.99 Scale =1:42B Plate Offsets (X Y)— 13:0-1-8 0-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lac) Odes L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.22 11-17 ti 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.4211-17 >560 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 7 n/a ma BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 129 he FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Exci 1-3: 2x6 SP Di BOT CHORD 2x4 SP No.3'Except' 2-101 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=799/0-3-4, 1=810/0.8-0 Max Hoa 1=237(LC 8) Max Uplift 7=-168(LC 8), 1=86(LC 8) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/0, 2-3=1680/237, 3-4=767/111, 4-5=635/150 BOT CHORD 2-11=-380/1580, 10-11=-377/1590 WEBS 3-11=0/300, 3.10=1046/253, 7-10=116/424, 5.10=145/671, 5-7=856/199 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 WEBS 1Row at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vai124ni TCDL=6.Opsf; BCDL=6.0psf; h=1711; B=45ft; L=2411; eave=4ff; 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 pending. 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 201 an the bottom chord in all areas where a rectangle 3-S-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joini(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1 except Ul=lb) 7=168. 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 aw 1 . � :• 9.. F ` OS •. RR �� Waiter P. Finn PE No.22839 MIT& USA, Inc. R. Cent 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 16,2019 ® WARNING - Verify di pommel—ai READ NOTES ON rN15 AMD INCLUDEDni REFERENCE PAGEFn1-0473 rev. 1003-2015 BEFORE USE Design valid for use onlyw4h Mirekdeconnentors. This design Is based only upon parameters shown, and Is for an Individual building component, not HV 11' a truss system. Before use, the building designer must vedy the apppcability of design parameters and pmpeby Incoryonde Nis design Into the overall bufldingdesgn. Bracing Indicated is to prevent burkting of fndMdual truss web shaver chod members only. Motional temporary and peramnerd racing MiTek' Is always re tuved for stability and to preverd colfapse with, possible personal injury and property damage. Forgeneal guldanca regun ing the fabrication, stomga, delivery, emotion and brad, arouses and truss systems. see ANSgFPIr Dually Guyana, DSE49 and SCSI SuIIding Component SM4 Parka East Blvd. Sal athali rrna ken available from Truss Plate Institute, 218 N. Lee Sued, Suite 312, Ale dda, VA 22314. Tampa, FL 36610 IJt Job Truss Truss Type City Ply J38874 DANIEL T18911644 J38874-J38874A Cog Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MRek Industries, Ina Mon Dec 16 09.01:56 2019 Page 1 ID:aDt61 k?izyZE1 HNX9olZXryBIOb-nduj4gNsMhBFFOP4h5rs5T?y523KH3Mtff/zGy8ROP 2 1 8-0-0 14-2-0 17-2-8 203-4 2-3-0 111-0 I 5.10-0 3-0-8 1 31-12 56 = 2.4 11 Scal, 144.3 3x8 = 3.4 II 4x8 = 23-0 2$-0 8-0-0 142-0 14r5r0 17-2-8 20-34 2-9-0 0 5-10-0 5-10-0 0-vi 1 1 S2 12 1 Plate Offsets (% Y)- 12:041-2 Edge) 13:0-1-8 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 0de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ver(LL) 0.22 11-17 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.41 11-17 -575 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.93 Hoa(CT) 0.17 7 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 132 IS FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 1-3: 2x6 SP DSS BOT CHORD 2x4 SP No.3 *Except* 2-10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=799/0-3-0, 1=810/0-8-0 Max Horz 1=268(LC 8) Max Uplift 7=-179(LC 8), 1=-76(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-305/0, 2-3=-1707/218, 3-4=-774/84, 4-5=709/149 BOTCHORD 2-11=-397/1608,10-11=394/1619, 4-10=253/150 WEBS 3-11=0/300, 3-10=1062/260, 5-10=192/866, 5-7=-750/198 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 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=6.OpsY BCDL=6.Opsf h=17ft; B=45ft; L=240; eave=4B; Cat. II; Exits B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Bonding. 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 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joinl(s) 1 Considers parallel to grain value using ANSUTPI I 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 1001IS uplift at joint(s) 1 except Dt=lb) 7=179. 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. E NSF/N�'�'� No 22839 :9a �/Z O'OF OR10P=O� Waiter P- Flnn PE No22839 MRek USA, Inc. FL Cart 6634 6904 Parke Past Blvd. Tampa R. 33610 Date: December 16,2019 &WARNING . VeTy tlmi0n paramelors and READ NOTES ON THIS AND INCLUDED MIMI<REFERENCE PAGE AIII-0473 rov. 10'03,2015 BEFORE USE. Design valid for use ontywitb MRek®connedore. This design Is based mly Upon parameters Shawn, and is for an IMINEuat Burkirt Component had a Bess S dem. Before Use, 0e bua4ing designer must vent' the applicability of design parameters and properly incagwmle this design into the awmall buildingdesign. Bracing indicated lslo prevent buckling oflndividual truss web andlorchoal members only. A4Edlonal temporary and permanent brazing MiTek' 7 Is always required for Stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery. section and tiering of Trusses and buss Mted, see ANSM11 guapry Canada, DS949 and SCSI Budding Component aged Parke East BM. Strelyfnfammion evagable awn Tws Plate InsIM1Ne. 210 N Lee Sleet Sude 3t2. Nexandna. VA 22316. Tampa. FL Seat 0 Job Truss Truss Type Dry Ply J38874_CAME L T18911695 J3BB74-J38874A C10 Hag Hip 1 7 Jab Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 52019 M7ek Industries. Inc. Mon Dec 16 5x5= 2.4 II Scale =1:48.8 5 6 [a 1.4 II 3.4 II 4x8 = 23-0 2¢�0 B-S-0 742-0 Ug 1992'6 29 6 6-0-0 54}0 03V 49b �I Plate Offsets(X,Y)— 13:0-1-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Oder Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(AL) 0.23 11-17 >999 240 MT20 2441190 TCDL 10.0 Lumber COL. 1.25 BC 0.83 Vert(CT) -0.4311-17 >554 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.96 Hom(CT) 0.17 7 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 136111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 1-3: 2x6 SP DSS BOT CHORD BOT CHORD 2x4 SP N0.3 *Except* 210,7-9: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=79910-3-4, 1=81010-8-0 Max Hom 1=31 Max Uplift 7=-191(LC 8). 1=-64(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=309/0, 2-3=1674/180, 34=-773/56, 4-5=742/144 BOTCHORD 2-11r-391/1573,10-11=388/1583,4-10=313/178 WEBS 3-11=0/299, 3-10=1029/250, 5-10=238/992, 5-7=464/242 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 8-10 1 Row at midpt 6-7 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=6.Opsf; BCDL=6.OpsY h=17r; B=45ff; L=24ft; eave=411; Cat. 11: Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip COL=1.60 3) Provide adequate drainage to prevent water Fondling. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI?PI 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 It, uplift at Joints) 1 except Ql=lb) 7-191. 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. No 22839 *: :*Z 1 o: OF :�Q/o. "ON A, ,000 Walter P, Finn PE No.22839 MITak USA, Inc. R. Can 6634 6904 Parke East Blvd. Tampa R.33610 Data: December 16,2019 ®WARNING. Verity design paramelna and READ NOSES ON THIS AND INCLUDED,NITER REFERENCE PAGE iHry 7471 mv. 1019300S BEFORE USE, Design valid for use anywEh Mreke colmeMrs. THIS design Is based only upon parameters spawn, and Is loran indlMdual building component, nor ITS I a buss system. before use, the building designer Mug Way Me applicability of design paremeters and property Udmpdrare MIS de4gn Into Us overall bulldingdeslgn. BMcing Indicated is to pmwM buckling of Individual buss web anNor troth members only. Additional temporary and permanent loadng WOW Is always required for stability and to prevent collapse with posese personal Injury and propeM damage. For general guidance regarding the fabrication. storage. delivery. Menton and bracing of Means and Suss systems, see ANSITalOvolfry Cdfeda, DS849 and BC5l Building Compdnont 69041 Parke East BNd. Salgeleformerlon av bbbam Tmss Plate Inm8M0,218N.Lee Street,Sufte312.Alexandria,VA22314. Tampa, FL Will Job Truss Truss Type Dty Ply 138814_DANIEL T78977646 J38874-J38874A C11 Monopitch 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 Mi Industries. Inc. Mon Dec 16 09:01:58 2019 3.4 11 6 Sx8 = 3 6 = Ox4 = Scale = 149.6 Plate Offsets (%,Y)— 18:0-4-0,0-3.41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.30 7-8 >811 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.54 7-8 >448 180 BCLL 0.0 Rep Stress Ina YES WB 0.34 Hoa(CT) 0.03 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1061b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-8: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Rdsize) 2=927/0-8-0, 7=799/0-3.4 Max Horz 2=362(LC 8) Max Uplift 2=-165(LC 8), 7=198(LC 8) Max Grav 2=927(LC 1). 7=835(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1439/98, 3-5=-1159/50 BOTCHORD 2-8m-331/1324, 7-8=187/673 WEBS 3-8=427/197, 5-8=61687. 5-7=-856/248 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Raw at midpt 6-7,54 NOTES- 1) Wind: ASCE 7-10; Vint=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; h=1711; B=45ft; L=240; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=1b) 2=165, 7=198. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 01111111111111 G E Na *z.tiIk Z No 22839 IZ 9 a OF •�/� O�F a 4 O R.I. 0 P' ��_��• No�� Walter P. RnB PE No.22839 MITek UK Inc. FL Cad 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING. Verity UosIm paramclrr and READ NOrES ON THIS AND INCLUDED 41ITEK REFERENCE PAGE MIF7411 rov, WAV12015 BEFORE USE. Design valid for use onywM Miele® corm mra. This design Is based ony upon pammmers shown, and is loran inditadual tattling camponen . not �� a truss system. Bemre use, thebuilding designer must vier Me applicants of design parameters and unpy in ercorporate mis design Into me ove of ��-��.YYY boldingdeslgn. Bracing Indicated is to prevent tackling o/ mdMdval truss web andror chow members ony. Adtlbionaltempdra,raldpermanembracing M!Tek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding Me fabrication,Storage. delbery, meaUon and much, mmossea and buss systems, see ANSM11 DualityComda, DSB49 antl BCS1 added, Cempanpnt 6904 Parka East Blv9. Saferylnrdena4en a &bbham Tmss PlatetnMW e,216N.Lee Street,Suke312.Nexmdda,VA22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply J38874 DANIEL T18911647 J38874-J38874A C12 Half Hip 1 1 Job Reference (optional) was. Ft. Pierce, FL 34W it 8.330 s Dec 5 2019 MTek Industries, Inc. Mon Dec 16 09:0159 2019 ASA = 3x4 = Scale =1:49.9, SM AM = 3x4 = 30 = 3xe =2x4 II LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr YES WR 0.98 BCDL 10.0 Code FBC2017rTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sBe) 8=799/D-3-4, 2=927/0.8-0 Max Hom 2=340(LC 8) Max Uplift 8=189(1_C 8). 2=174(LC 8) Max Grav 8=806(LC 13), 2=927(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1464/129, 3-5=1161[76, 7-8=895/135 BOTCHORD 2-11=341/1331, 9-11=-198/747 WEBS 3-11=-414/185,5-11=-8/598,5-9=-777/224,7-9=-151/921 DEFL. in (too) /deg Ud PLATES GRIP Ved(LL) -0.1511-14 >999 240 MT20 2441190 Vert(CT) -0.33 11-14 >727 180 Horz(CT) 0.03 8 hire We Weight: 1261b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at aided 7-8 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=6.Opsf; BCDL=6.Opsf; h=17H; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at —lb) 8=189,2=174. 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. E N `% %,9 No 22839 ir O: 4& OF )Q/ Walter P. Find PE No.22839 MITek UK Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Data: December 16,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIN4IJ rev. 10/0312015 BEFORE USE. Design valid for use only with vilest, connectors. This design is based ony upon parameters shown, and is for an Indivdum WONng component, net a truss ahem. Before use, Me bmlding designer must vAiy iM applicability of design parameters and Properly Incorp0rete Nis design into the overall buddingdesign. Bracing Indicated Is to prevent bualling of individual bass web andforchi members any. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaolog the fabrication, stomge.delivery, erection and income of basses and boas systems. see ANSVTPIf Dutllry Cdreda, DS849 and SCSI Bullding component 69041 Pade East Blwi Salary/nformadon avagablebwn Truss Plata Ins Oo.214N.Lee Street,Suge3f2,Alexandra,VA22314. Tampa. FL 36610 Job Truss Truss Type Oly Ply DANIEL T18911648 J38874-J38874A Cus Hall Hip 1 1 �111814 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dee 5 2019 MTek Industries, Inc. Mon Dee 1609:01:59 2019 IOSDt61 k?izvZE1 HNX9olZX vBIOb-BCasii012r316i9zlaeYUi5UVJ3SX1EPZduoa 5.G0 12 5x5 = 2.4 II Scale =1:43.7 3,16 i 5x8 = 3x6 = Plate Offsets (X,Y)— 12:0-3-0,0-1-81. 19:0L0.0.3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.28 8.9 >856 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.47 9-12 >519 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Hom(CT) 0.03 8 BIG File BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 114B FT=20% LUMBER. TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No,2'Except* 2-9: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=799/0-3-4, 2=927/0-8.0 Max Horz 2=308(LC 8) Max Uplift 8=178(LC 8), 2=185(LC 8) Max Grav 8=844(LC 13), 2=927(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1480/173, 3.5=-1077/83, 5-6=1099/184 BOT CHORD 2-9=-352/1348, 8-9=-91/335 WEBS 3-9=-449/169, 5-9=-330/193, 6-9=-172/1004, 6-8=-717/215 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 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; TCDL=6.Opsf; BCDL=6.Ops1; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 6t between the bottom chord and any other members, with BCOL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joint(s) except (jt=lb) 8=178,2=185. 7) This truss design requires that a minimum of 7116'sWctural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 3F�51' No 22839 :9 Ar4a OF :�Qj r R \ p _�� Walter P. Finn PE No22839 li USA, Inc. EL Cert 6634 6904 Padre East BNtl, Tampa FL 33610 Date: December 16,2019 ®WARNING � Vedly design parameters 3nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ildti rev. 10 03,7015 BEFORE USE assess Design valid for use on"M MRek ommelon. This Cosign B based only upon parameters shown, and Is for an Individual building component,not a Was system. Soren, use, the building designer must early the applloebitty of design parameters and properly Incorporate this design Into the avemll building design. Boeing Indicated Is to prevent buckling of Individual Mae web amber chord members only. Additional temporary and pelmanem bracing M!Tek' is always required for stability and to prevent wMapes with possble personal INuryand property damage. Far generel guidance regarding Pe actuator, average, delivery, maldlbn end Gladly ofWsses ant Was systems,see ANSUTR/I Dualdy Coneda, DSS49 and SCSI Building Component e904 Parke East Bind. Solefylnyonnadon available from Toss Plate Initial 218 N. Lee Street, Suite 312, Nesandda. VA 223ld Tampa, FL MID Job Truss Truss Type City Ply J38874_DAME L T18911649 J38874-J38874A C14 Half Hip 1 1 Jab Reference (optional) East Coast Truss. Ft. Pierce, FL 34946 it 8.330 s Dec 52019 MTek Industries, Inc. Mon Dee 1609:D2:002019 Pagel Sx5 = 4 11 21 0-1-=139.1 4x4 = axe — US = Plate Offsets (X,Y)— f7:04-0,D-3-41 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) 0de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) .0.37 6-7 >661 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 VerUCT) -0.60 6-7 >401 180 BCLL 0.0 ' Rep Stress Inns YES We 0.29 Hoa(CT) 0.03 6 me me BCDL 10.0 Code FBC2017frP12014 Matnx-AS Weight 1031b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Ne.3 REACTIONS. (lb/size) 2=927/0-8-0, 6=799/0-3-4 Max Horz 2=277(LC 8) Max Uplift 2=195(LC 8), 6=167(LC 8) Max Grav 2=927(LC 1). 6=821(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (IS) or less except when shown. TOP CHORD 2-3=4419/175, 3-4=4181/151 BOT CHORD 2-7=314/1297, 6-7=-140/530 WEBS 3-7=-471/225, 4-7=61/824, 4-6=753/220 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-6 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=B.Opst BCDL=6.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; Ml (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of III to bearing plate capable of withstanding 100 Ile uplift at joint(s) except (p=lb) 2=195, 6=167. 7) 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. jen P. No 22839 % ��pT�s• OR I* % iS1ONA1111100 ?�,p Walter P. Rnn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING Verify design YaramelPrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENF`PAGE rN147473 rev. 100312015BEFOREUSE.. Design vatirl W use 0my Wdh MTeMoonee,30M. This design Is eased only upon parameters shown, and is for an Indi dual tugdng coopoorn no HV 11, 8Drum System. Before use, the building dergner must vedry the applioebiliry of design parameters and propedy incorporate Nis design Into me once buildingdesign. Bmding lndi4ated is to prevent buckling oflnchnsual truss web anchor chord members only.Motions! temporary and pemlanentomcing M!Tek' Is always required for stablley and to prevent collapse Win possible permnal Injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and trading of trusses and truss systems, see ANSVTPrf codiy Gordon, DSB49 end Bear Burning Component 6904 Parke Fast Blvd. Sffieyleformeflon available from TmaB Plate Ing ute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Tampa, FL 36610 Jab Truss -Truss Type Dry Ply 111874_DANIEL T18911650 J38874-J38874A C15G Half Hip Girder 1 1 Job Reference (options)) East Coast Truss, FL Pierce, FL 34946 8.330 s Dee 5 2019 MRek Industries, Inc. Mon Dee 16 09.02:01 2019 Page 1 I0:aDl6lk7izyZE1 HNX9olZXryBIOb7bhc7OR7aTJTLOJMtFgOZMMpH7tl 5OxNueTyeROK -2-0-0 4-7-14 &0.0 8.7-18 12-8.0 76-8-0 1 2-0-0 4-7-14 t 1-0.2 2-11.15 4-0-1 { 4-0-0 1 40.p �1 NAILED Sees=1:40.6 NAILED NAILED 4x8 = NAILED 1.4 11 NAILED 4x10 = 5 1617 6 18 7 3x4 = 1x4 II 7.8 = 2x4 II NAILED 5x8 = NAILED 4.8 II HJC26 NAILED 47-14 b&0 8.7-15 . 12-8 2 164i-0 20.8-o dztd 1141.2 2-vas 44]-1 i a.ao Plate Offsets (X,V)- [5:0-54,0-1-121, [7:0-3-12,0-2-01,18:04-12,0.2-01. [11:0.2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) /deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.1511-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MS Weight: 147 IS FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SO N0.2'ExcepV 8-11: 2x6 Ste No.2 BOT CHORD WEBS 2x4 SO No.3'Exmpt' 7-8: 2x8 SP DSS REACTIONS. (Ib/size) 8=1586/G-8.0, 2=1219/0.8-0 Max Horz 2=246(LC 8) Max Uplift 8=480(LC 8), 2=322(LC 8) Max Grev 8=1702(LC 29), 2=1219(LC 1) FORCES. (Ii- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2315/480, 3-4=-1826/458, 4-5=1806/514, 5-6=-9901319, 6-7=-990/319, 7-8=-1594/430 BOT CHORD 2-12=580/2111, 11-12=-580/2111, 10.11=442/1471, 9-10=-047/1487 WEBS 3-11=-536/133, &10=250/673, 5-9=-820/211, &9=-406/62, 7-9=539/1670, 5A1=-149/528 Structural wood sheathing directly applied or 3-7-2 oc purtins, except end verticals. Rigid ceiling directly applied or 7-8-14 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=6.Ops1; BCDL=6.OpsY h=17ft; B=45ft; L=241t; eave=oft; Cat. II; ESP B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcumant with any other live loads. 5) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t 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) except (jt=lb) 8=480,2=322. 7) Use USP HJC26 (With 16-16d nails into Girder & 10tl nails into Truss) or equivalent at 12-8-6 from the left end to conned truss(es) to front face of bottom chard. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-1 Old IDA48"x3") or 3-12d (0,148"0.25') toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=60, 5-7�60, 8-13=20 ,,,11111111!/I/�/I (ER P. .. No 22839 i a . ) a`i/ p� 111 ONAI EC1`��� Walter P. Finn PE N022839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R 33610 Data: December 16,2019 ®WARNING - Vanry tlesign Paramvfwrt and HEAD NOTES ON THIS AND INCLUDED 411TEK REFERENCE PAGE M114473 rev. loaJao 5 BEFORE USE 1e8 Design valid arms Sai MIT9connectors. This design Is based only upon parameters shown, and Is for an Individual building oomnotponent, n a hums System. Before use, the talons designer must verify the applicability of design parameters and properly incorporate this tlesign Into the overall buildingdesign. Bracing moaned is to prevent burkGng of Individual bums web and/or chord members only. Addglonaltemporaryandpelmenontmacing Welk' im ahaaya requhed far Mt V,Uy and to prevelx coaapae wM,.sLNo perwW Injury and pmpemy damage. For general guitama regarding the fem.u9n. stivam. degvary erection end brectng ofhusses and truss systems. see ANSVfFif duality Games. DSB49 and BCSI Building Component sale Parke East 81M. SedetylnformNion available from Truss Plate ImQute, 218 N. Lea Street, Safe 312, Alexandria, VA 22311. Tampa, FL 36610 Job Truss Truss Type Qty Ply J38874 DANIEL T189N650 J38874-J38874A C15G Half Hip Girder 1 i Job Reference (optional) East Coast Truss, FL. Pierce, FL 34946 8.330 s Dee 5 2019 MTek Industries, Inc. Mon Dec 16 09.02:01 2019 Page 2 ID:aDt6lk7izyZE1HNX9a17.XryBIOb-7bhc7OR7aTJTLOJMIFgOZBAt66pH7tl SOxNueTyeROK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=5(F) 10=-504(F) 6=5(F) 9=168(F) 7=31(F) 16=5(F) 18=-5(F) 19=168(F) 20=168(F) ®WARNING -V-11 tlmmn panmerers nntl READ NOTES OIL THIS AND INCLUDED MITER REFERENCE PAGE 4rn 1413-1 tdIp9✓ us BEFORE USE. Design Valid of use only wiO M170M oanuanoM. This design is based any upon parameters shown, and is for an Individual building cbmponam.not ��, l a buss system. Baf se use, vie building designer must verify the applicability of design parameters and properly reorporate this design Into to overall building design. Bracing indicated is to prevent budding of Individual truss web anchor nod members only.. Additional mmpomry and pednanem brae., M(Tek• l US always required forataNldy and to prevent callanowdh possible parsonal injury and properlydamage. Far general guidance regamvg the tabncagon, gprage.delivery, ereClan and bratllg olWssesand v�s�systems,see ANSYTPII Qualify Cdreda, DSB49 and SCSI Building Component 6904 Palle East Slid. Sataylntumsatian avallable ham Truss Plata InstiWq 218 N. Lee Street Suits 3IZ Aiexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874_DANIEL T18911651 J38874-J38874A C16G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft., Pierce, FL 34946, B.330 s Dec 52019 MiTek Industries, Inc Mon Dec 16 09:02:02 2019 Pagel ID:aDt6lk7izyZEIHNx9oZKryBIOb F LkSULmSKzAuYRyCF6Mjx7W40k UFFb6SBwy8ROJ k IS" k 17-00.12 2 0.5-3-8 24?0 5-0-0 8-9-8 3J-43 20 I 3-9.10 1 4-5-6 1 4x4 = NAILED Scale=146.4 31 = 2x4 11 NAILED 7x10Mm SHS = 1.4 II Axe = 31 HJC26 HU526 5-0-0 F17-0.8 I 20.10.2 1 25.3-0 54]-0 B-94t 3-3-0 3.9-10 4-54i Plate Offsets (K,Y,- [3:0-5-8,0.2-41, 15:0-6-0,0.3-0], [8:0.8-0,0-0-61, fl l:0.412,0.3-41 LOADING (psi SPACING. 2-0-0 CSI. DEFL. in (too) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip COL. 1.25 TC 0.94 Ven(LL) -0.31 10-11 >971 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Ven(CT) -0.61 10-11 >494 180 MISSHS 2441190 BCLL 0.0 ' Rep Suess Ina NO WE 1.00 Horz(CT) 0.12 8 ni Na BCOL 10.0 Code FBC2017rrP12014 Malnx-MS Weight: 1261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-11: 2x6 SP DSS WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 64-5 oc bracing. REACTIONS. (Ile/size) 8=1429/0.8-0, 2=2057/0-8-0 Max Holz 2=91(LC 24) Max Uplift 8=-267(LC 8), 2=-495(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except When shown. TOP CHORD 2-3=-0647/951, 3-4=5959/1227, 4-5=5980/1237, 5-6=2893/583, 6-7=-2917/582, 7-8=-3202/656 BOT CHORD 2-12=.819/4245, 11-12=-825/4293, 10.11=-975/5216, 9-10=-977/5214, 8-9=555/2932 WEBS 3-12=-72/608,3-11=-36211865,5-11=398/966, 5-9=-3064/655, 6-9=346/1976, 7-9=-339/164, 4.11=-312/137 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.OpsY h=1711; B=45ft; L=251t; eaveri Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-D-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 joint(s) except 6t=lb) 8=267,2=495. 8) Use USP HJC26 (With 16-16d nails into Girder 8 IOd nails into Truss) or equivalent at 54.6 from the left end to connect tnlss(e5) to front face of bottom chord. 9) Use USP HUS26 (With 14-16d nails into Girder 8 6.16d nails into Truss) or equivalent at 8.8-12 from the left end to connect tmss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in Contact with lumber. 11) "NAILED" indicates 3.1Dd (0.148"x3") or 3.12d D.148"x3.25") toe -nails per NDS guidlines. 12) 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 Inaease=1.25, Plate Increase=1.25 :%,,,,P� No 22839 Ot e A F :fit/` Walter P. Finn PE No22839 MiTek USA, Inc. FL Cart 6634 6934 Parke East Blvd. Tampa FL 33610 Date: December 16.2019 as I ®WARNING Verify deelyn parnnelem and READ NOTES ON THIS AND INCLUDED NIITEH REFERENCE PAGE AM 7473 rev. 10034015 BEFORE USE sw- Design valid forum only wdb MTekW mnnectars. This design is based only Upon peremeters stlown, and Is for an IrMlvldual budding mmgonem, net a mess system. Berea use, lye building designer readvoinytha appfmbuy of design parameters and propmy Incorporate Nis design into the ovamel bulldingdesign. Bracnghanded istoprevent bucklingofIndividual bussweb andforch dlmembersonly. Additional temporary and permanent braces MiTek' Is always m iredfor seen!y and to prevent collapse with possible personal Injury end property damage. For general guidance repelling the fabrication, storage, delivery, direction and bradng of trusses and Ifui systems, see ANSVTPII Duallry Canada, OSS49 and SCSI Building Component 69N Parke East Blvd. Sffie,10formaean available amenTmss Plate Institute, 218 N. Lea Street. Suite 312, Alaxami VA 22314. Tampa, FL 36610 Job toss Truss Type Oly Ply J38874_DAME L T78971fi51 J38B74J38874A C16G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL U946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3-60, 3-5=60, 5-6=60, 6-8=60, 2-13=-20 Concentrated Loads (lb) Vert: 3=61(F) 12=196(1c) 19=6l(F) 21=34(F) 22=-995(F) 8.330 s Dee 5 2019 MTek Industries, Inc Mon Dec 16 09:02:02 2019 Page 2 ID:aDt67k7izyZE1HNX9olZXryBlObr F LkSdLmSKzAuVRyCF6Mjx7W4Ok_UFFb6SBwy8ROJ ®WARNING -Vmiry tleslgn pommerers and READ NOTES ON THIS AND INCLUDED MITES REFERENCE FACE 81161J73 rev. IA1034015 BEFORE USE. Design valid for use only W M MReMcometArs. Thu design is based only upon paameters shown, and is loran ildivlaut bugdlrg compdnenl, not a inns sham. Before use, Me bwlding designer must verily the applImbildy of design parameters and Properly incorporate this design into the overall buddingdesgn. Bracing Indicated is to prevent budclmg oflndwiduaNmss web andfor chard members only.Additionaltemporaryandpeemanembracing MiTek' is always required for stability and to prevent collapse wM possible personal injury and property damage. For general guidance regarding Ma fabrication,storage,delivery, motion and bracing or trusses and truss systems, sea ANSIRPlI Duality CrHoda, DSB49 And SCSI Building Component 6904 Parke East BIN. Safeylnformmlon available fmm Truss Plate Institute,218 N.Lee Sheet, Suite 312, Nexamne. VA22314. Tampa, FL 36610 Job Truss Truss Type Oty, Ply 1311874 DANIEL T18971652 J38674-J38874A 001 ROOF TRUSS 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MITek Industries, Inc. Mon Dec 16 09.02:03 2019 Page 1 ID:aDt61k?izyZE1HNX9o2XryBIO�NY4TF64aBbJTI_QUeZGBmRITWgOUFs?jMy8R01 -2.0-0 4.8.8 8-0-0 12A0 16.0.0 19-1" 24-0.0 26-0-0 2-0-0 1 TIME 1 3-3-8 a0.0 aao 3.3.6 4-e-8 3-0.0 Scale=1:44.9 dt 4x4 = 3x6 4x4 = 5x8 = 5x8 = 4x4 = 8-0.0 &2.70 15-9-0 16�Or0 24-0-0 BA0 0. - 0 7A13 0- - 0 8.0-0 1$ Plate Offsets (X Y)- 16:0-2-0,Edge).112:0-0-0 0-3-4) 113:Dd-0 D-3-41 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.52 12-13 >558 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.7812-13 >372 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.68 Hoa(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.36 12-13 290 360 Weight: 1061b FT=20% LUMBER - TOP CHORD 2X4 SP 270OF 2.2E BOT CHORD 2X4 SP No.1 'Except* 12-13: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=113710-8-0.10=1137/0-8-0 Max Harz 2=-123(LC 6) Max Uplift 2=192(LC 8). 10=192(LC 8) Max Gran, 2=1211(LC 14), 10=1211(LC 15) FORCES. Ub) - Max. Comp./Max. Ten. -All forces 250 Ub) or less except when shown. TOP CHORD 2-3=-2484/178, 3-4=-2118/114, 4-5=1772/140, 5.6=-40/871, 6-7= 40/871, 7-8=-1772/140,8-9=-2118/114,9-10=-2484/178 BOT CHORD 2-13=-63/2341, 12-13=0/1815, 10-12=63/2269 WEBS 8-12=01663, 4-13=0/663, 5-7=-2752/220, 9.12=-576/134, 3.13=575/134 BRACING - TOP CHORD Structural wood 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=6.Opsf, BCDL=6.Opsf, h=17ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0Ib AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psp applied only to room. 12-13 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=192.10=192. 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.. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ,,` No 22839 IZ e A F 41'S��NA� Walter P. Finn PE No22839 MITek USA, Inc. R. Cart 66M 69D4 Parke East Blvd. Tampa 0. 33610 Date: December 16,2019 ,&.R'.NG Vordy design parmnelers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE.11114JT3 rev. I011312e15 BEFORE USE Design valid for use onry Win Mdektp connectors. This design Is based onry upon parameters shown, and Is for an individual building component, not �**ee a louse system. Before use, the building designer must verify the appdcabllily of design parameters antl propedy Incorporate his design Iota the overall -•Y� buildingdesign. Bracing indicated Into prevent buckideal ling ofira truss web briproged members only. Additional temporary and permanent bracing MiTek' Is always requbedfor stability and to prevent collapse with possible personal injury and artlessly durable. For general guidance regarding the fabrication. Damage. detivery, eretion and bracing of ounces and lauds command, see ANSVrplr Duality orange, DSDA9 and SCSI Bending Component 6904 parks East Blvd. Saferyrnformallon available tram Truss %ate Institute, 218 N. Lea Si Suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply J38874 DANIEL T18911653 J38874-J38874A D02 ROOFTRUSS 2 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 �1 8.330s Dec 52019 3x4 = 3.4 = 3x6 = 3x6 = 6 7 8 Inc. Mon Dec 1609:02:042019 4x4 = 5x8 = Sx8 = 4x4 = 8-0-0 11.0-0 13-0-0 16-0-0 244N1 8-0-0 3-0-0 2-0-0 3-0-0 I 84)9 t Seale =1:45 fi 1$ Plate Offsets (X,Y)- [6:0.2-0,0-2-111, [7:0.2-0,0-2-111. [13:0-".0-331, [14:D-4-0,03-4I LOADING Par) SPACING. 2-0-0 CSL DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) .0.52 13-14 >557 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.7813-14 >371 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.79 Horz(CT) 0.06 11 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Attic -0.36 13-14 286 360 Weight: 107 lb FT=20% LUMBER - TOP CHORD 2x4 SP VIDA 'Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-14: 2x4 SP 270OF 2.2E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1137/0-8-0, 11=1137/D-8-0 Max Horz 2=114(LC 7) Max Up rt 2=-192(LC 8), 11=192(LC 8) Max Grav 2=1215(LC 14), 11=1215(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpf 5.8 FORCES. (III)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=24771178, 3-4=2139/116, 4-5=1804/141, 5-6=0/800, 6-7=0/894, 7-8=0/800, 8-9=-1804/141, 9-10=-2139/116, 10.11=-2477/178 BOT CHORD 2-14=-63/2334, 13.14=0/1852, 11-13=63/2261 WEBS 9-13=0/633, 4-14=0/633, 10-13=-534/130, 3A4=-534/130, 5-8=2736/169 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=6.Opsf BCDL=6.Opsf; h=1711; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0Ib AC unit load placed on the intertor chord, 12-0-0 from left end, supported at two points, 2-0.0 apart. 4) Provide adequate drainage to prevent water pouting. 5) This truss has been designed for a 10.0 per bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psry applied only to room. 13-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=192, 11=192. 9) 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, 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. No 22839 tr G�� Walter P. Rnn PE No.22839 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December16,2019 ®'NAR,VING-VeIIII. ign 1--Ir antl READ NUr£5 ON THIS AND INCLUDED.MITEK REFERENCE PAGE Mlld473 rev. 101OF2alS BEFORE USE Design valld for use any with Mirlt9 camedors. This tlesign is based Mail parametersshown, and Is for an Individual housing oomponent,nM a muss system. Before use, the building designer must venty me applicability of design parameters and property inmryoMe this design Into Me overall building design. Bracing Indicated is to prevent buckling of muAdual mass web endear chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, Storage, solivery, erection and bracing oftnsses and bass Videms,see ANSI'l lr ouallry Crlfrds, DSB419 antl SCSI Building Component 6904 Parke East Blvd. SeferylnformMlon available from Truss Plate Insteute. 218 N. Lee Stuart, Sure 312. A3exandnE VA22314. Tampa, FL 36610 Job russ Truss Type 0ty Ply J38874 DANIEL T18971654 J38874-J38874A D03 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 Mi rek I0iaDt6lk?izyZE1 HNX9oIZ_"BI0b-0I Inc Man Dec 1609:02:052019 Scale = 145,6 44 = 4x8 = 4x4 = Us = 3x4 = 3x4 = 4x4 = Plate Offsets (X,Y)— t5:0.54,0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (toe) VdeD L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.16 9-17 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.34 9.17 >844 180 BCLL 0.0 ' Rep Stress Incr YES We 0.16 Horz(CT) 0.06 7 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 114 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1077/0-8.0, 7=1077/0-8-0 Max Horz 2=97(LC 7) Max Uplift 2=.252(LC 8), 7=252(1_C 8) BRACING - TOP CHORD Structural mod sheathing directly applied. BOT CHORD Rigid calling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1934/344, 3.4=1607/279, 4-5-1448/284, 5-6=-1606/279, 6-7=-1934/344 BOTCHORD 2-11=211/1761, 9-11=.96/1448, 7-9=211/1761 WEBS 3.11=-353/124, 4-11=01369, 5-9=0/369, 6-9=-354/123 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VDII=160mph (3-secend gust) Vasd=124mph; TCDL=6.Opsh BCDL=6.Opst. h=17ft; B=45ft; L=24ft; eave=411; Cat. II; Exp B; Encl., GCpi=0.18: M WFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load noncencument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=11Q) 2=252,7=252. 7) 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. leR P. A. E N gFi.. No 2283ir Ae OF 00 Ae PF :�4/ee R 1 ID •'��SS�ONA%6%%% Walter P. Finn PE ND.22839 MITek USA, Inc. FL Cart 6634 69D4 Padre East Blvd. Tampa FL 33610 Data: December 16,2019 ®WARNING -V¢ "rl', parameters and READ NOTES ON This AND INCLUDED MITEK REFERENCE PAGE AIII-7173 rev. 10'a3Ro15DEF]REUSE Design valid for use only with MTek®connectors. This design Is based only upon parome shown, and is for an IndiAdual building component,nm a truss system. Before use, the building designer must wnry the applicability of design parameters and properly Incorimacte Nis design into the overall buOdhgdesign. arming mamma is to prevent buoding ofNdNidual"as web andlor Nord members only. Adddlanal temporary and permanent bracing MiTek- Is always required for stabily and to prevent corapes won posside personal Injury and property damage. For general guidance regaining me motion, 4oage, delivery, emotion and bracing of trusses and "as systems, see ANSV711f Duality Critena, DSad9 and SCSI Bullding Component 6904 Parts East Blvd. Sahylnformatlon availabb eam Truss Plate Innduta, 210 N. Lee SVem, Su¢e 312. Alexandria. VA i2314. Tampa, FL 36610 Job Truss Trues Type Qty Ply 138874_DANIEL T18911655 J38874-J38874A D04G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:07 2019 Page 2 ID:a0t6lk7izyZE1 HNX90 VJDyBIDb-yl3tORWm9J4d4=VVDVnQpPQmXrfONS_PtgDs7y8ROE LOAD CASES) Standard Concentrated Loads (Ib) Vert: 4=-122(F) 6=420(F) 12=-91(F) 10=-91(F) 19=-122(F) 20=122(F) 21=122(1c) 22=122(F) 23=-60(F) 24=-60(F) 25=60(F) 26=60(F) ®WARNING. Venlyrf—,parameters—ir READ NO iEe ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 ov 101031015 BEFORE- USE Design valid far use only wan MTek® demanders. This design is based only upon parameters shown, and Is for an irwivluu d burden oomponeml not seases FT21 a MISS system. Before use, We coking designer must very 0e applicability of design parameters and property inmmonde this design into the overall budding design. Bracing Indicated is to prevent buckling of indi,edual truss web andlar shod members ony Additional temporary and permanem bracing MiTek' Is always required for rMilliy and to prevent collapse with possible personal injury and prapedy damage. For general guidance regarding 0e fabrication.storaggre e,delivery, ection and bracing oflmse sses and truss systems, e ANSgfPlf Quality Cdteda, DSB49 and BCBI Building Component Saferyfnfentud on available from Truss Plata Institute, 218 N. Lee Borea, Sure 312, Alexandra, VA22314. 6904 Parke East BIW. Tampa. FL 36510 Job Truss Truss Type Oty Ply J38874—DANIEL Ti8911656 J38874-J38874A D05G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 1609:02:082019 Scale =1:464 4.8 11 axe = Special 1.4 - Ake = Snit = 3x4 = eke = 7x1OM18SHS = eke = 3x10 = Special Special 5-0-14 94i-0 133O 1]-0-0 20.2-2 240-0 Plate Offsets (X,V)— f7:0-5-4,0-1-12] [9:0-5.0,0-1-5] rl1:0-3-0,0-4-81 f12:0-4-12,0-3-41 [13:0-3-0,0-2-01 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(-L) -0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.41 12-13 >700 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WE 0.82 Horz(CT) 0.10 9 the n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 132111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 9-12: 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=156210-8-0, 9=2230/0-8-0 Max Horz 2=90(LC 7) Max Uplift 2=-358(LC 8), 9=-501(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purling. BOT CHORD Rigid ceiling directly applied or 8-2-7 cc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3219/578,3-4=-3141/600,4-5=-3544/716,5-6=4176/851, 6-7=-4163/846, 7-8=A7781 8-9=-5001/988 BOT CHORD 2-14=-435/2928, 13-14=375/2634, 12-13=-521/3387, 11-12=-742/4460, 9-11=-817/4593 WEBS 4-14=-79/384, 4-13=411/2166, 5-13= 1959/439,5-12=-241/1042, 7-12=-650/398, 7-11=-417/1518, 6-12=-259/111 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7A0; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=1711; B=45ft; Lei eave=4ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=358,9=501. 8) Han9er(s) or other Connection device(s) shall be provided sufficient to support concentrated loatls) 592 lb dawn at 17-0-0 on top chord, and 1111 lb down and 256 lb up at 16-6-12, and 97 Ib down and 211 Ib up at 16A 1-4 on bottom chard. The design/selection of such connection deviCo(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 91 Concentrated Loads (Ib) Vert: 7=-431(B) 11=-1208(B) No 22839 9 • A F �: ,��i�CCsi •. O R 1 X Walter P. Rnn PE No.22839 III USA, Inc. FL Cert 6fi34 6904 Parke East Blvd. Tampa FL 33610 Data: December 16,2019 WARNING - Verity tlesiglr ynanrelers antl READ NOTES ON THIS AND INCLUDED AITEK REFERENCE PAGE Mll-7473 my 10,103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This tlesign is based any upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into me ... Tell building design. amusing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with passible personal injury and repery damage. For general guidance regarding the fabdoagonr storage, delivery, en ion and bracing of trusses and Voss systems, see ANSh`nPH Closely Cd 4a, DS849 antl BCS1 Building Component good Parke East Blvd. SafeyleformaBon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 30610 Job Truss Truss Type CRY My J38874 DANIEL T18911657 J38874-J38874A D06 Common 3 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09.02.09 2019 Page 1 ID:aDt67k?izyZE1HNX9olZXr BIOb-u7Aep7XOhwKLJEwuLwquugVH5LXCsLgHsBJJxOy8ROC 4x4 = 4x4 = ax8 = Scale = 1:27.0 4x4 = `d Plate Offsets (%Y)— [1:0-1-6 Edge][5:0.1-6 Edgel LOADING (pst) SPACING. 2-0-0 CSI. DEFL. in (loc) Ide8 L/d PLATES GRIP TCLL 20.0 Plate GRP DOL 1.25 TC 0.32 Vert(LL) -0.07 6-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.63 Vert(CT) -0.17 6-9 >999 180 BCLL 0.0 Rep Stress lncr YES WE 0.19 HOR(CT) 0.03 5 me me BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 68 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (fib/size) 1=660/Mechanical, 5=66010-8-0 Max Hors 1=-73(LC 6) Max Uplift 1=-112(LC 8), 5=112(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1277/265, 2-3=956/182, 3-4=956/182, 4-5=1277/265 BOT CHORD 1-6=-19711164, 5-6=19711164 WEBS 3-6=-29/498, 4-6=376/149, 2-6=.376/149 BRACING- TOPCHORD Structural wood 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=6.Opsf; BCDL=6Dpsf; h=17ft; B=45fl; L=24ff; eave=4ff; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will et 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) except Ut=lb) 1=112,5=112. 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. II IS es P C In, E IV ! NO 22839 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 &WARNING. Verily tlos,On pare^elers nntl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev. W0312015 BEFORE USE. Design valid for use ontywith MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �*H a truss system. Before use, the building designer mustverify the applicability ofdesign parameters and property Incorporate this design Into the awmiff �fY� buildingdesgn. Brad, Indicated istoprevembucgingofNdMdualfmsswebm&ornoMmembersonly. Additional temporary and pentrament bracing M[TeW is aNrays required forstabiliy and to prevent collapse with possible personal Injury and property damage Forgeneralguidanceregaldingthe fabrication, Storage. deivery, erepionand brzringoftrusses and busssyatems.Sea ANSg 11Daelgy CNfeda, deal and BDBl Building Component 6904 Parke East Blvd. Befetyrnfoarearker anbble "m Tmss Rate InmhNe, 218 N. Lee 91reeL Suae 3lZ Naxandda, VA22314. Tampa, FL Sol Job s Truss Type Oty Ply J38874_DANIEL TFG1s T18911658 J38874.J38874A Flat Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4X10 = NAILED 1 7 3.4 NAILED IA 8 2 8.330 s Dec 52019 MiTek Industries, Inc. Man Dec 16 09:02:09 2019 Pagel ID:aDt6lk?izyZE1 HNX9olZXryBIDbu7Aep7XOh KUEw LwquugVKxL1WsLKHsBJJxOy8ROC NAILED 4x10 = 9 3 Scale =1:1a2 Plate Offsets (X,V)— ry:0-4-4,0-2-21, 13:0-0-0,0-2-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Hont(CT) -0.00 4 111 n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 371b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SIC No.3 *Except` BOT CHORD 1-6,3-4: 20B SIP OSS REACTIONS. (Ib/size) 6=264/0-8-0, 4=262/Mechanical Max Uplift 6=-61(LC 4).4=-61(LC'4) Max Grav 6=266(LC 25). 4=262(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-384/88, 2-3=384/88 WEBS 1-5=-95/414, 3-5=95/414 Structural wood sheathing directly applied or SAM ec puffins, 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=6.OpsY BCDLm6.Opsf; III7g; B=456; L=24f1; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pointing. 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 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 6, 4. 7) "NAILED" indicates 3-1Od (0.148"x3") or3-12d (0.148"0.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase:1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4.6=-20 Concentrated Loads (Ib) Vert: 7=3(B) 8=-3(B) 9=3(B) 10=2(19) 11=2(19) 12=2(B) ♦J♦♦♦,,�P��� E N SF*%'��''. No 22839 i p`gg,ONA1 `��`%% Water P. Firm PE No.22839 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Data: December 16,2019 ®WARNING- Verify design paramerurs and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE AIII-7473 rev. 10S3,2015 BEFORE USE. Design wild! for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, has e hugs system. Belpre use, the Spiking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Brecing Indicated is to prevent bulling of lndiridual truss web andlorchok members onty. Additional temporary and permanent breckg Welk' Is always retained for stabilM and to prevent collapse wet possible personal Injury and property damage. Far general guldance regarding the fabrication, deposits. derwery, creation and bracing V Wises and puss systems,sea ANSgrPN Ouelrry croons, DSBA9 and BCS1 Building Component 6906 Parke East Bhk. SaferyinformNon a bbkfrom Truss PineInSdute,218N.l.ee Street,Suke3iZAlexandra,VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J38874 DANIEL T18911659 J38B74-J38B74A Hot Manopitch 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc Mon Dec 16 09.02:10 2019 Page 1 ID:a0t6lk7izyZE1HNX9oIZ%BIOb-NJk00TYeSESCxOV5veL7Q22PhkpUbbNQ521TSy8ROB 2V 6-7-13 12-7-12 18-11-4 ~24]-0 I 6:7.13 63A �t 2x4 II Scale =1:46.6 6 44 = 4F9 = 3x6 = LOADING last) SPACING- 2-0-0 CSI. DEFL. in (roc) Vide8 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 veil -0.17 7-8 >999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.88 Vert(Of) -0.33 7-8 >690 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.03 7 n/a Na BCOL 10.0 Code FBC20177TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=874/0-8-0, 7=746/0-3-4 Max Harz 2=341(LC 8) Max Uplift 2=-160(LC 8).7=-184(LC 8) Max Grav 2=874(LC 1).7=767(LC 13) FORCES. (lb) -Max. CompJMax.Ten.-Allfences 250(lb) or less except when shown. TOP CHORD 2-3=1330/91, 3.5=1028/39 BOTCHORD 248=308/1209, 7-8=-1711622 WEBS 3-8=410/183, 5-8=0/618, 5.7=-795/227 PLATES GRIP MT20 244/190 Weight: 99 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=6.Opsf, h=17ft; B=4511; L=2411; eave=4ft; Cat. II; Exp B; Encl., GCpi=Die; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencufrant with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=160, 7=184. 5) 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. ,111111111//I/I jER P. Rz i No 22839 OF :40f Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Temps FL 33610 Date: December 16,2019 ®WARNING Verifydasignparameters and READ NO rES ON THIS AND INCLUDED carat REFERENCE PAGE 1101i747s rov. 111111212015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, no a truss system. Before use, the building designer must verily the applicability of design parameter antl properly Incorporate Nis design into the gverll buildingdealgn. BracingInd icatedIStoprevent buckling ofm iW truss web andlachord members only AddeionLtemporary and permanent braWg MiTek' Is aware required for Stability and to prevent Collapse with lossles personal Injury and property damage. For general guidance regarding 0e Iabrication,Storage. delivery, areeion and taken, of tosses and truss systems, see ANSUri Costly Cone., DSB49 and BCSI Building Component 691 Parke East BM. Sarery/nfenneVen evallatle from Trute Plate InsibA , 218 N. Lee Street, Suite 312. Alexandria, VA=I4. Tampa. FL Seale Job Truss Truss Type 0ty Ply 138514_DANIEL T18917660 J38874-J38874A H02 Half Hip 7 1 Job Reference (optional) East Coast Truss, Ft, Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:11 2019 Page 1 ID:aD161 k?izyZE1 HNX9olZXryBIOb-rWIOEpZGDXa2YY4HSLsMzFbWX89tK64aJVo0?uy8ROA -211 6-1-3 17-0-0 17-0-0 2-0.0 i 6-1-3 4-10-13 I 6-40 I 1-11-0 r d1 5x5 = 2x4 II Scale=143.7 5.00 12 3x8 = 4x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vart(LL) -0.26 8-9 >883 240 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Ven(CT) -0.42 8-9 >536 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.72 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2D74 Matrix -AS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=746/0-3-4, 2=874/M-0 Max Horz 2=314(LC 8) Max Uplift 8=-173(LC 8), 2=171(LC 8) Max Grav 8=807(LC 13), 2=874(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1355/124, 3-5=-1030/58, 5-6=-11701230 BOTCHORD 2-9=-314/1230 WEBS 3-9=-391/162, 5-9=398/229, 6-8=-689/241, 6-9=-266/1184 PLATES GRIP MT20 244/190 Weight. 110 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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=6.0psf, BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with:BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (bii 8=173,2=171. - 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 ;0` ••OOF ; .41 ............. OR���� EC?�� Walter P. Ran PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 A WARNINGRRIB, design Paramel ,d READ.YiON MIS AND INCLUDED FIITEK REFERENCE PAGEMII.7473 rev. fey 0312015 BEFORE USE Design valid for use only with MTebm connectors. This design is based only upon parameters shown and is for an Individual sending component oat my a truss system. Before use the building designer must verify the applicability of design parameters and properly lnrarporate this design into the overall buildingdesign. Bracing indicated is to prevent seeking 0Individual bass web rmdRrOctal members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal muryand property damage. For general guidance regarding the fabrication, storage, delivery, ereplon and bracing of trusses and buss systems, see ANSUBalf Quality Ontoda, DSB49 end SCSI Building Component 6904 Parke East Blvd. Sesetylnform0lou available eom Truss Plate Institute, 218 N.Lee Street, Sube312,Alexantlria, VA 22L14. Tampa, FL Login Job Truss Truss Type Qty Ply 133874 DANIEL T1891 t661 J38874.J38874A H03 Half Hip 1 7 Jab Reference (optional) East Coast Truss, Ft.. Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 1609.02:11 2019 Page 1 ID:aDt6lk?izyZE1 HNX9oIZXryBIOb.rW10EpZGDXa2YY4HSLsMzFbX889fK6FaJVoQ?uyBROA -2-0-0 7-9�14 15-0A 18-11-0 2-0-0 i 7-9-14 7-2-2 3-11-0 Sx5 = 2.4 It Scale =1:39.4 9-7-12 91 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (lac) Udell Uld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(L-) -0.25 6-7 >885 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) .0.41 6.7 >550 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Hom(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -AS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=874/0-8-0, 6=746/0-3-4 Max Ho¢ 2=282(LC 8) Max Uplift 2=182(1_C a), 6=162(LC 8) Max Grant 2=874(LC 1), 6=777(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-1280/139, 3-4=-1081/143 BOT CHORD 2-7=-284/1158, 6-7=-104/369 WEBS 3-7=.476/228, 4.7=-101/871, 4-6=.681/214 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=6.Opsf; BCDL=6.Opsf, h=17ft; B=4511; L=2411; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=182, 6=162. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 41, No 22839 O !� C 9O: OF Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING-Vnrily dofl91 parameters and READ NOTES ON THIS AND INCLUDED MIrFK REFERENCE PAGE NP.793nrv. 1010312015 BEFORE USE. Design valid far use only with MiTeM connectors. This design is based only upon parameters shown, and Is lean Individual building component, net a teas system. Below use, the building designer must vedy the applicability of design parameters and properly incaryorate this design into the overall buildingdesign. Bracing indicated is topawns bucking aindiOdueltries web andlorchordmembers only. Additional temporary and pmmanen(bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. ForgeneudguidarwregaNingthe fabdcxtion, storage, delivery, erectlon and bracing oftmsses and Was systems, we ANSMII Quality Baseda, DSE49 and BCSI Building Component 691 Parke East BIM. Sahtylarurmaflon avallable from Truss Plate instead, 218 N. Lee grand, Suite 312. Nioundri VA22314 Tampa, FL 39610 Jab Truss Truss Type Oly Ply J38874_DANIEL T78911662 J38874-J38874A H04 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 8,330 s Dec 52019 MITek Industries. Inc. Mon Dec 1609.0ZA2 ZU1 5x5 = 2x4 II Seale =1:3,17 3x4 = 04 = LOADING (par) SPACING- 2-0-0 CS'. DEFL. in (loc) fired L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.21 6-7 >959 180 BCLL &0 ' Rep Stress Incr YES WE 0.48 Horz(CT) 0.02 6 trial rills BCDL 10.0 Code FBC2017rFP12014 Matrix -AS Weight: 861b FT=20 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=782/0-8-0,6=651/0-34 Max Horz 2=251(LC 8) Max Uplift 2=-173(LC 8), 6=-140(LC 8) Max Gray 2=782(LC 1), 6=659(LC 13) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-11101118, 3-4=-921/117 BOT CHORD 2-7=-242/989, 6-7=93/329 WEBS 3-7=-407/193, 4-7=76/721, 4-6=-593/183 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=2411; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pontling, 4 Thisss has been ned for sf bottom chord ve load nt with any other ve loads. trruss 4p 111 has been designed fear aOliveload of 20.0ps onI the bottom chord inaall areas where all rectangle 3-6-0 tall by 2-0-0 wide n��,JeR will fit between the bottom chard and any other members, with BCDL = 10.0psf. �� ``P'`;••" /Ne'�j '10 5) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s) except at -lb) ,�� V �C E N S'•.� y �' F , 2=173, 6=140. �� 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lap chard and 1/2" gypsum ,�, No 22839 sheetrock be applied directly to the bottom chord. O: 7$ OF :�4yZ �. T�s.0 OR\O�N P%' S�ONA„���%�o Walter P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 &WARNING Veritydoalml pa,ametett Intl READ NOTES ON THIS AND INCLUDED a!IiEN REFERENCE PAGE 14114473 r,,v 10 W/2019 BEFORE USE. Design was for use only with MiTeve connectors. This design Is based only upon parameters shown, and Is faran Individual building Component, net a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design intothe overall -1Y� buildingdesign. Bracing Indicated is to prevent sidling ofindrsdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,election and bracing&tresses and truss systems, see ANSVTPH Duality Crash., DSB49 and BCS/ Building Component 6904 Parke East Blvd Safety Inform mon available from Truss Plate Institute, 218 N. Lea Street, Suite 312, Aeezndda, VA2914. Tampa. FL Scald Job Truss Truss Type pty Ply J38874_DANIEL T18911663 J38874J38874A H05 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02.13 2019 Page 1 ID:aDt6lk7iiyZE1 HNX9olZXryBIObnuOBeVaXl9gmosEgamug2ggxlyuXo1 csnpHX4ny8R08 5.9.14 11-0-0 16-74 2-0-0 51 51 = m gaper 1:31.0 3x4 = axis = Plate Offsets (X,Y)— (2:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.44 Vert(LL) .0.09 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.18 7-10 >999 180 BCLL 0.0 Rep Stress lncr YES WE 0.65 Horz(CT) 0.02 6 ri We BCDL 10.0 Code FSC2017/TPI2014 Matrix -AS Weight: 83 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=782/0-8-0, 6=65110-3-4 Max Horz 2=220(LC 8) Max Uplift 2=-182(LC 8), 6=-130(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lo) or less except when shown. TOP CHORD 2-3=-1155/152, 3-4=-886/104 BOT CHORD 2-7=-250/1035, 6-7=-127/528 WEBS 3-7=-367/164, 4-7=0/532, 4-6=656/168 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ABC 7.10; Vult=1601 (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=182,6=130. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Illlllllp/� `�. Aeli*11'4� 41 No 22839 t. kus 11� ��� 14,11181111111100 Walter P. Finn PE No.22839 MiTek US& Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: December 16,2019 &wARN(NO /s ly! p penrne(ers and READ NOTES ON THIS AND INCLUDEO,NITEN REFERENCE PAGE MI4/173 mv. 1019200150EFOREUSE. Design valid for USS Only with MiTek®connectors. This design is based only upon parameters shown and is for an individ al bulling Component, net a truss system. Before use the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design. Bracing Indicated is to prevent buckling of indihdual truss web andlor chord members only. Additional temporary and Permanent bracing MiTek' Is always required for stability and to prevanl collapse with possible personal injury and property damage. For general guidance regarding 0e fabrication, Storage, delivery. erection and bracing of trusses and truss systems, see ANS01111 Quality Cereals is DSB49 and SCSI Building Component 6904 Parke East Blvd. Sayetylnhrmetlon available from Truss Plate Inattute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type CRY Ply J38874 DANIEL T18977664 J38874-J38874A H06 Halt Hip 1 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 56 = 8.330 s Dec 52019 MTek Industries, Inc. Mon Dec Scale =1:30.8 3xe = 4x4 = _-- 2x4 II LOADING (par) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=651/0-3-4, 2=78210-8-0 Max Horz 2=188(LC 8) Max Uplift 6=-130(LC 5), 2=-190(LC 8) 4 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TC 0.69 Vert(L-) -0.12 7-10 ,999 240 MT20 244/190 BC 0.68 Vert(CT) -0.25 7-10 >785 180 WB 0.30 Horz(CT) 0.02 6 n/a n/a Matrix -AS Weight: 83 IS FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=1185/180, 3-4=-869/119, 4-5=760/136, 5-6=-586/165 BOTCHORD 2-7=249/1071 WEBS 3-7=-339/118, 5-7=-1401794 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=6.Opsf; BCDL=6.Opsf; 4=17N; 8=45ft; L=2411; eave=40; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcumenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf an the bottom chord in 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 joints) except at=lb) 6=130.2=190. 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. No 22839 :9• OF"14:•�� ,ONA11111111110 Wafter P. Rnn PE No.22839 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 WARNING - vrrvly design paranremn and READ NOTES ON THIS AND INCL VIDEO MITEK REFERENCE PAGE E111-74I01- To'0312015 BEFORE USE. wwww Design valid for use only with MiTeMO connections. This design Is based only upon parameters shown, and Is for an individual building component, not FU a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing lMicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent callapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, America and bracing of trusses and Vuss systems,see ANSLTPll qualify Woods, D5849 and SCSI Building component 69M Parke East Blvd. Salefylnfommflon available from Truss Plate Institute,218 N.Lee Streel, Suite 312, Alexandria, VA22014. Tampa,FL 36510 Job Truss Truss Type Oty Ply J38874_GAME L T18971665 J38874-J38874A H07G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34M 8.330 s Dec 52019 Mil Industries, Inc. Mon Dec 16 09:02:15 2019 Page i ID:aDt61 k?izyZE1 HNX9olZXryBIOb-jHYv3AcnHm4U 19N2hBwl751D51alGw79E7meegy8RO6 -2-0-0 3-9-14 7-0-0 11-9-10 16 4 2-0-0 3-9-14 3.2-2 4-9-10 1 4-9-10 ' NAILED 4,8 = ix4 It NAILED NAILED NAILED 4 13 14 15 5 16 Scale = 131.2 NAILED NAILED 3x8 = 17 6 3x4 = '"' '".. 3x6 Special 3-9-14 7-0-0 it- -9-10 16-7-4 3-9-04 31-:2 1 4-9.1 Z110 Plate Offsets(%Y)-- f2:0-1-60-0-01 f4:0-5-40-2-01 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.67 Vert(LL) -0.07 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(OT) -0.13 9-12 >999 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.71 HOa(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 86 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP NILS BOT CHORD REACTIONS. (lb/size) 7=1475/0-3-4, 2=1123/0-8-0 Max Hoa 2=157(LC 24) Max Uplift 7=-406(LC 5), 2=-380(LC 8) FORCES. (III) -Max. Comp./Max.. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2110/643, 3-4=-1895/614, 4-5=-1625/443, 5-6=-1625/443, 6-7=-13731449 BOTCHORD 2-9=-651/1912, 8-9=-596/1737 WEBS 3-9=-271/121, 4-9=-127/350, 5-8=-678/328, 6-8=-515/1872 Structural wood sheathing directly applied or 3-10-11 oc purling, except end verticals. Rigid ceiling directly applied or 7-3-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasi 24mph; TCDL=6.Opsf; BCDL=6.Opsf, h=17f1; B=45f; L=24f; eave=oft; Cat. II; 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. 3) This truss has been designed for a 10A psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except Ut=lb) 7=406,2=380. 6) "NAILED" indicates 3-10d (0.148NW) or 3-12d (0.148"0.25") toe -nails per NDS guldlines. 7) Hanger(s) or other connection device(s) shall be provided suffiicient to support concentrated loads) 97 Ib down and 211 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-4=-60, 4-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 4=-132(F) 9=97(F) 6= 146(F) 14=432(F) 15=-132(F) 16=-132(F) 17=132(F) 18=-66(F) 19=-66(F) 20=-66(F) 21=-66(F) %%% JER 11p411 F�N . 3�. GEMS•.;// �. No 22839 *; ;* • A F � O R, e�'� G �S 0NA, Walter P. Ron PE No.22839 MiTek USA, Inc. FL Deft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING Vmny deal9n p.vametess and READ NO TES ON THIS AN➢INCL➢➢ED All TEK REFERENCE PAGE M1174 73 rev, Ini IS BEFORE USE. w Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �H a bursa system. Before use, the building designer must very the applicability of design parameters and propeM lncoyorate this design into the overall -•Y�• building design. Bracing indicated is to prevent buckling 0 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required far stability and to prevent Collapse with possible personalli and properly damage. For gFneral guidance mincing Pe fabrication, storage, dellvery,erection and bracing of tresses and truss systems, see ANSUIPIf Quality Criminal DSB49 and SCSI Building Component 6904 Parka East Blvd, Sa ylnb mNon available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VAZ2314. Tampa, FL 36510 Job Truss Truss Type 0ly Ply J38874_DANIEL T18911666 J38874-J38874A H08 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dee 5 2019 MTek Industries, Inc. Mon Dec 16 09:02:16 2019 Page 1 IDDDt61 k?izyZE1 HNX9oI7.XryBIOb-BT5HH WBP24C LfJyFFuSXgJI0e9tl?OUJTnVBg6y6R06 2-0-0 9-3-0 188-0 17 18-114 2-0-0 6-11-0 w D-0 1-11-0 5x5 = 3x4 = Scale = 1415 5.00 12 3x6 = 2114 II 31 = 2-0-0 2 -0 9.3-0 18E-0 1&Dr0 18-11-0 l 0-0 6-7-0 7-11 0-0� 1-11-0 Plate Offsets (X,Y)— f3:0-1-12,0.1-121, f9:0-6-4,0-2-121 LOADING. (psl) SPACING- 2-0-0 CSI. DEFL. in (too) 8deff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ved(LL) 0.2610-16 >853 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.4910-16 1448 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Hom(CT) 0.19 6 ma n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 1181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-3: 2x6 SP DSS BOT CHORD 2x4 SP No.3'Excisi 2-9,6-8: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=749/0-3-4, 1=756/0-8.0 Max Horz 1=265(LC 8) Max Uplift 6=-170(LC 8). 1=65(LC 8) Max GOO, 6=800(LC 13), 1=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-290/0, 2-3=1461/176, 3-0=1556/316, 5-6=-808/145 BOTCHORD 2-10=-347/1380, 4-9=652t266 WEBS 3-10=679/301, 4-10=-358/1430, 5-9=175/852 BRACING - TOP CHORD Structural mod sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 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=6.OpsY BCDL=6.OpsY h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Este B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 he uplift at joint(s) 1 except Qt=11b) 6=170. 8) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,`��tu u n rgrrr� �P�(ER P. ` No 22839 *; ;* 90 : A F :4 i S 0NA„E�%%%*- Waiter P. Him PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa R.33610 Bate: December 16,2019 ®'NANNING - V-11 design paramdrvs and READ NOTES ON THIS AND INCLUDED SIIFEx REFERENCE PAGE Ate-JJTJ rev. 100312DIS BEFORE USE Desgn val'q for use any with Nfrek®connectors. 'Mrs design Is based only upon parameters shown, and is for an InLi cual bugding mmponem, not �� a Muss system. Before use, the budding designer must veny the applicability of design Parameters and proper, mcoipamte this design Into the overall �.�.YY budefingdesign. Bmdngindicatediste VreventbuWingeflndiNdualtmsfwebitndlerrdnNmembersonly. ALdNanaltamporzryandpemmnembracing MiTeW Is allays required for slabiGly, and to newel mAapso wed possible personal Injury and property damage. Forgenemlguldmmeregamingthe retaliation. storage, delivery, erection and bradng of Wsses and Mass systems, see ANSVFPH quality croons. DS949 and SCSI Building Component Sees Parke East Blvd. Safeylnformagon available from Truss plate InstIlNe, 218 N. Lee Siretl, Sude 312, Newndm, VA 22314. Tampa, FL 36510 Job Truss Truss Type Cry Ply J38874 DANIEL Ti 8911667 138874J38874A H09 HALF HIP 1 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330s Dee 52019 MTek Industries, Inc. Mon Dec 16 09:02:16 2019 5.5 = 2x4 H 3x4 = Scale=1:41.3 5.Do 12 Id US = 2x4 11 3xA = 2-0-2 2,N &0-g 15-0-0 168-0 1& 0 t0, 8-11-0 2N k fia0 1 7-0.0 1 1-8-0 0.a 1-11-a-a Plate Offsets (X,Y)- 12:0-0-11,Edgel, 13:0-1-8,0-1-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (foe) I/de0 Lid PLATES GRIP TOLL 20.0 Plate Grip COL 1.25 TC 0.54 Vert(L-) 0.21 11-17 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.85 Ven(CT) -0.4210.11 >531 180 BCLL 0.0 ' Rep Suess Ina YES WB 0.54 Horz(CT) 0.17 7 We n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 119lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP DES BOT CHORD 2x4 SP No.3 *Except* 2.10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=749/0-3-4, 1=756/0-8-0 Max Horz 1=234(LC 8) Max Uplift 7=-159(LC 8), 1=76(LC 8) Max Grew 7=754(LC 13). 1=756(LC 1) FORCES. (lb) - Max. CompufMax. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 1-2=284/0, 2-3=1667/226, 34=1772/353, 6-7=-795/133 BOTCHORD 2-11=379/1588, 10-11=114/441 WEBS 3-11=633/279,4-10=-569/224,6-10=112/758,4-11=-314/1406 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1D-0-0 ac bracing: 8-10 NOTES- 1) Unbalanced roof five loads have been Consideredfor this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5) ' This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Ops1. 6) Bearing at joint(s) 1 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1 except (jl=1b) 7=159. 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. we ew No 22839 we 1 eTrqA i Walter P. Rnn PE No.22839 MTek UK Inc. FL Cen 6034 6904 Parke East Blvd. Tampa FL 33610 Data: December 16,2019 ®wARm,rG L'en.. pa519nparameters ono READ NOTES GN iris AND INCLUDED MITER REFERENCE PAGE MII-74I3 rev. G03'201511EFOREUSE weaw Design valid for use only with MITek® care vors. This design is based only upon parameters shown, and Is man 00iddual building wmponent, net a Uuss system. Before use, the bWdmg designer mud verify the appliwbilily of design Parameters and properly thw oe Nis design men Me overall i pss buildingdesgn. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Mdhio Itemposga mmaned Nachg MTek' Is always required for Mutant and to prevent collapse with possible personal iNuryand Property damage, For general predate regarding the fabdaaen,storage, delivery, erection and bracing delude arm truss systems,see ANSUPPlf Quality Crirotfe, DSB49 end SCSI Building Component 6904 Parke East Blvd. SaraythAveratlon avadablehOm Truss Plate lnstitute,21e N. Lee SVeet.Sude312,XdmAdda,VA22at4. Tampa, FL 36610 Truss Truss Type Qty Ply J38874_DANIE1 F874 T189H668 -J38874A H10 Halt Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 5 2019 Mil Industries, Inc. Mon Dec 16 09:02:17 2019 ID:aDt61 k?tzvZE1 HNX9olZXNBIOb-faffUseloNLCGTXRPo GWrbaZBskvoSIRFkD' 5x5 = Scale =1:33.2 2x4 II 3,6 = 5.00 12 x [a 2x4 II 3x6 = 2-0-0 2``8-p 8-0-D 13-0-0 168-0 17,-0{l 19-0-0 "I oa' i- II sa-o 1 sea a-e-o o<� 2�' Plate Offsets (X Y)— [2:0-0-7 Edge[ [3:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.22 11-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 10.90 Vert(CT) -0.40 10-11 >557 180 BCLL 0.0 Rep Stress Incr YES We 0.45 Horz(CT) 0.17 7 n/a We BCOL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 118 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP DSS BOTCHORD 2x4 SP N0.3'Exmpt' 2-10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 REACTIONS. (lb/size) 7=762/0-8-0, 1=769/0-8-0 Max Horz 1=202(LC 8) Max Uplift 7=-150(LC 8), 1=88(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 8-10 FORCES. (Ib)-Max. .Comp./Man. Ten. -All forces 250(to) or less except when shown. TOP CHORD 1-2=-289/0, 2-3=-1672/235, 3-4=-1751/338,4-5=-330/50, 5.6=-314/51, 61 BOTCHORD 2-11=-351/1583, 10-11 =-1 72/683 WEBS 3-11=-557/234, 4-10=-525/181, 6-10=-129/775, 4-11=-222/1172 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vultml60mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=2411; eave=4ft; Cat. it; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.0 psf bottom chord live -load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 1 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designer should verify capacity of bealing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) 1 except Dt=lb) 7=150. 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, E W gFi�ti No 22839 14; ;fit 08�5 :9 OF : 41Z i40 rrT �ORXV.- N r F •. oSS,ONA,11— Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 WARNING - Verify design Parameters and READ NOic"S ON TFIS ANOINCLUOEO4i REFERENCE ]AGE MW I673 ruv. lvVJR015 BEFORE USE. Design valid for use only wM MITekle connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, me building designer must verity the applicability of design parameters and properly incorporate this design into the overall buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web andlor Nord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent wlisp. with possible personal injury and Property damage. Forgenemiguldanceregardingthe replication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSVTR11 Quallty Credits, 01513.99 and BCS1 Bulfding Component 69p4 Parke East BIW. Safety/nformalfss available from Truss Rate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA n314. Tampa, FL 36610 Job Truss Truss Type Dty Ply J38814_CAME L TiB911669 J38874-J38874A Hll HALF HIP 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5x8 = 8.330 s Dec 52019 MiTek Industries. Inc. Mon Dec 2.4 II 2019 Scale=1'.32.8 3xe = axr n 3W = 2-0-0 2 11-0.0 I t6.8-0 1]-O-0 19-0-0 2-0-0 ON 84-0 5-8-0 0-01�1 Plate Offsets (X Y)— [2.0-1-15 Edae1 [4:0-5-12 0-2-81 LOADING last) SPACING- 2-0-0 CSI. DEFL. in floc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.19 11-17 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Ven(CT) -0.4211-17 >542 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.65 Hom(CT) 0.17 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 117 lb FT=20% LUMBER. TOP CHORD 2x6 SP DSS *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.3'Excepl' 2-10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 REACTIONS. (lb/size) 1=769/0.8-0, 7=762/0-8-0 Max Horz 1=171(LC 8) Max Uplift 1=-97(LC 8), 7=-142(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 FORCES. (lb) -Max. Camp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/0, 2-3=1912/352, 3-4=-11451188, 4-5=-415/84, 5-6=-388/75; 6-7=-725/140 BOT CHORD 2-11=-440/1883, 10-11=-200/1008, 5-10=-316/166 WEBS 3-11=-9601258,4-11=-8/549,4-10=-693/138,6-10=-163/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wiind:.ASCE 7-10; Vujt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft;'B=45ft; L=24f; eave=4ft; Cat. II; Exp B; Encl., GCpi=D.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 Considers parallel to grain value using ANSITPI 1 angle to grain formula. Builtling 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 except gt=lb) 7=142. 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. SF No 22839 OF *:4U 00 pZSS�ONA� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 &WARNING. Verity naslpn parameters antl READ NOTES ON THIS AND INCWOED,NITEX REFERENCE PAGE AIII-7473,ev. 10N3'2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is far an Individual building component, no a truss system. Sense use, the building designer must verify the applicability of design parameters and properly lncoryorele this design Into the overall buiding design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For generalguidance regarding Pe famution,storage, delivery, erection and bracing of fusses and Voss systems. see ANSMH Deeply Druid, DS849 and SCSI Building component 6904 Parke East Blvd: Safayholormetion available from Truss Plate instaote.218 N. Lae Street, Suite 312. Alexandra, VA22314. Tampa, FL Studio Job Truss Truss Type My Ply J38874_DANIEL T18911670 J38874J38874A H12 HALF HIP 1 1 Job Reference optionall East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:19 2019 Page 1 ID:a0t61 k?izyZE1 HNX9olZXryBI0bc2nOvYfIL?bwWnhpwO?Elxwx3Mu6Cgil9kkrHRy8RO2 1-0A 2-0-0 .0I 16-8.0 I 19-0-00 7-8-0 2-8-011.8 a8 92 3 axis = Scale = 1:32.8 3x4 II 3x8 = 1. II 3xit = 2-4-0 2 6-0-0 9-0-0 16-84) 1T-0-0 19-0-0 2-0-0 0 3-0-0 3-0.0 7-8-0. 0'-0-8 2L0 Plate Offsets (X Y)-- 13'0.5-12 0-2-81 LOADING (psry SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) 0.25 10-16 >891 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Ved(OT) -0.4910-16 -461 180 BCLL 0.0 Rep Stress Incr YES VdB 0.36 Horz(CT) 0.20 6 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 105 lb FT=20% LUMBER - TOP CHORD 2x6 SP OSS'Except- 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-9,6-8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 REACTIONS. (III/Size) 1=769/0-8-0, 6=76210-8-0 Max Horz 1=140(LC 8) Max Uplift 1=-103(LC 8), 6=146(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/0, 2-3=-1471/239, 3-4=-590/126, 4-5=525/106, 5-6=728/127 BOT CHORD 2-10=-274/1377, 9-10=-270/1388, 4-9=-424/230 WEBS 3-10=01351, 3-9=847/169, 5-9=-197/934 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 7-9 WEBS 1Row at midpt 3-9 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuit=i 60mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.Opsf, h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCphi18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 1 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joinl(s) except (jt=lb) 1=103, 6=146. 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 sheetreck be applied directly to the bottom chord. jl % CER,P,�/�y�ii i aw No 22839 . O R 1 O P, N Waiter P- Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Paden East Blvd, Tampa FL 33610 Date: December 16,2019 DeLVARNING o rlywith VaTek0cos anC READ NdeE5 ri INCLupon DED REFERENCE PAGE H11l4Aal build l 5 BEFORE USE. wwww pansmebeEN based only and Is g comp use hMrek®g This design is based only uponpanparamshown,antl Is for an individual building component, net Design valid rob use is ��' use, a truss system. Before use, the building designer must designer applicabilitytrusw of design pafamolem and properly incbrybtem this tlesign Into the overall 7 builtling tlesign.d g of Individual apoprrtydamge.Frbers only. tempbmryand rMolntlicatnd is prevent bucsengh MiTek' general ing theembracing 0roliverity and tb re9andSthe forprevent c possible ersonweburyan with poand systeral njury enU pmPe4y damage. Fergana I Is alwayon. d., SBeas and at hob Off brain Cdtetla, DSB419 and BC51 Bu1141ng Component fabdcagon.rmado,tlalivery,efromTantl bracingbftrusses entl trusssystems,see Storag 69E4Parhe Eae1BIM. dna,VAIIDuality Saferylnformaflon available from Truss Plate InstaNe. 218 N. Lee Street, Suite 312, Nexantlria, VA22314. Tampa, FL 3e610 Job Truss Truss Type Div Ply DANIEL T18911671 J38874-J38874A H13G HALF HIP GIRDER 1 �J38674 L Jab Reference (optional) test Goast Truss. I-L Pierce, FL 3494ti 5.00 12 0..1.1V a Gee a LV id ah Tex Inauslrle5Inc. Man Dec 10 OR VG:LV Luiv rage I NAILED NAILED 5x8 = NAILED NAILED 1x4 11 3 19 20 21 4 22 12 25 26 11 27 1x4 II NAILED NAILED 3x8 = Special NAILED NAILED 23 28 48 NAILED Scale=1:33.5 NAILED 3x4 =NAILED Axle = 5 24 6 8 29 e 9 7 2.4 400 = NAILED NAILED 2-0-0 28 4 11-1040 12r1-12 16-8-0 ll-04J I194 -0 s ld Plate Offsets (X Y)-- [2:0-0-7 0-0-01 13:0-5-12 0-2-81 16:0-4-0 0-2-0] [7:0-4-4 0-2-01 if 0:0-5-8 0-2-41 LOADING (pi SPACING- 2-0-0 CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 VeR(LL) -0.16 12-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.33 12-18 >674 180 BCLL 0.0 ' Rep Stress Incr NO We 0.41 Horz(CT) 0.17 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Malrix-MS Weight: 208 to FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP DSS *Except* TOP CHORD 3-6: 2x4 SP No.2 BOT CHORD 2x4 SP N0.3 *Except* BOT CHORD 2-10,7-9: 2x4 SP No.2 WEBS 2x4 SP No.3'Except' 6-7: 2x8 SP DSS REACTIONS. (lb/size) 1=1299/0-8-0, 7=1686/0-8-0 Max Harz 1=108(LC 8) Max Uplift 1=-171(LC 8), 7=238(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 25D (lb) or less except when shown. TOP CHORD 1-2=-493/0, 2-3=-3654/519, 3-4=-3558/491, 4-5=-3558/491, 5-6=1500/215, 6-7=-1619/249 BOT CHORD 2-12=-530/3484, 11-12=-528/3524, 10-11=-231/1603, 5-10=-1312/330 WEBS 3-12=01571, 5-11=-284/2115, 6.10=-309/2136, 4-11=-597/258 Structural wood sheathing directly applied or 6-0-0 DO purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-10 NOTES- 1) 2-ply truss to be Connected together with 10d (0.131"1 nails as follows: Top chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 now at 0-9-0 DO, 2x8 - 2 rows staggered at 0-9-0 DO. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=6.Opsf; BCDL=6.Opsf, that 71t; B=45ft; L=24ft; eave=4ft; Cat. IP Ex B; Encl. GC i=0.18; MWFRS (directional); Lumber DOL=1.60 late grip DOI-Ei P P ( b P 9 P 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 per bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSIP-PI 1 angle to grain formula. Building designer should verify capacity, of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(S) except Qt=11h) 1=171,7=238. 10) "NAILED" indicates 3-1 Did (0, 148"1 or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other Connection device(S) shall be provided sufficient to support Concentrated loatls) 248 IS down and 36 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard ,,3-P� G E N S No 22839 w. :9':AT4rf OF :'fu: e� 0OR\ rN Walter P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ® WARNING -V,,dy Resmn puramamrs antl P.EAD NOTES ON THIS AND INCLUOEO MIFEH REFERENCE PAGE M11-7473 rev. 10,037011 BEFORE USE. Design valid for use only with MiTeMg connectors. This design Is based only upon parameters shorn, and Is for an individual building component, not a teas system. Before use, the building designer mud windy the applicability of design parameters and property incorporate this design Into the overall buddingdesign. Bracing Indicated is to prevent buckling of Individual buss web andlor chord members only. Addiional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdwtion, storage, delivery, erection and bracing clouded and lass systems, me ANSI7711 closely Choose, DSB49 and SCSI Sulfate, Csmponsnt 6904 Parke East Slat. Sidney Information available from Truss Plate IndbN., 218 N. Lee Street, suite 312, Madman, VA 22314. Tempe, FL 36610 Job Truss Truss Type Oty Ply 138874_DANIEL T78971672 J38874-J36874A H14 Rcof Special I 1 1 I s Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1 4x8 8.330 s Dec 52019 MiTek Industries, Inc, Mon Dec 16 09:02:21 2019 Page 1 ID:a0t61 k7izyZE1 HNX9olZXryBIOb-YRvAKEhYscrel4rC2R1 iN M71xAgmgbu2d2DyMJy8R00 3x4 II 3 5.00 12 Sx5 = 4x4 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). Cf't%B Scale =1:31D 00 6.54 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In Uoc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.05 4-5 o999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 VerdCT) -0.12 4-5 1999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 HOR(CT) 0.05 7 the n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 731b FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SO No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SO No.3 *Except' 1-6: 2x6 SIG No.2 REACTIONS. (lb/size) 6=523/0-7-4, 7=523/0-4-0 Max Horz 6=98(LC 8) Max Uplift 6=-81(LC 4). 7=-111(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-451/116, 1-2=-1130195, 4-7=-523/111 BOT CHORD 4-5=-203/1140 WEBS 1-5=-71/999, 2-4=-1140/200 NOTES- 1) Wnd; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsh h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=O.iQ MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 per bottom chord live load nonconcurent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 6 except (I1=11d) 7=111. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. .��,,%' C E N&F,��L No 22839 aw �� • Cr 00 ��F`S•,0R1• C90 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Venfy Joslyn parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII4<73 rem 10103/3015 BEFORE USE aaaaa Design valid far use any with MTe111, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly lnwRomte Nis design into the overall �.�•YY building design. Bracing Indicated is to prevent buckling of Individual truss web smaller Nab members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and preperiy damage, For general guidance regarding the fabrication. storage, delivery, erection and bmdng ofbusses and truss systems. sea AN51?Pll Quality Getters, OSB49 and SCSI Building Component g9p4 Parke East Blvd, B a East Se(tylnrormation available from Tmss Plate InOtutq.21g N. Lee Street, Suite 312. Nexandra, VA02314. Temp a, Y Job Truss Truss Type CRY Ply J38B74_DANIEL T18911673 J38874-J38874A K01 Common 4 t Job Reference (optional) East Coast Truss, Ft, Pierce, FL M946 8,330 5 Dec 52019 MiTek Industnes, Inc. Mon Dec 16 UU:U2:21 2019 page 1 ID:aDt61 k?izyZE1 HNX9oIZXryBIOb-YRVAKEhYscrel4rC2R1 iNM?MPAjagpl2d2DyMJy8R00 -2-0-0 3E 7-0.8 9-0.8 2-0-0 3GA I 3- 2-0.0 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (roc) Vdefl Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Ved(LL) -0.04 8.11 >999 240 MT20 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Ven(CT) -0.08 8-11 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 28 lb LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=398/0-8-0, 4=398/0-8-0 Max Hom 2=48(LC 7) Max Uplift 2=-136(LC 8), 4=-136(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-263/34, 3-4=263/34 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=1601 (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; his 17ft; 13=4511; L=24N; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord inall areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joint(s) except gt=lb) 2=136,4=136. 6) 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. Scale = 1:20.6 1d GRIP 244/190 FT = 20% ,,11/1111111111j1j ,%p�P�(ER P, i No 22839 9 • OF :��� .<OR10P; N % N Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December16,2019 ®WARNING Vprily desl9n parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 mv. 101012015BEFOREUSE. * �e Design valid for use only with wTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, net a mass system. Before use, the building designer must verify the appliwbiliy of design parameters and properly Incorporate this design into the ownit -•Y�• biaddingdesign. Bracing indicated is to prevent buckling of Individual tress web ander chord members only. Additional temporary and drimment bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding Pe fabrication, storage, dellvery, erection and bracing ofbdsses and tress systems, see ANSVTP11Quality Cntede, DSB49 end BCSl Building Component 6904 Parke East Blvd. Sa/eryln/ormatfon available from Truss Plate InslilNe, 218 N. Lee Street, Suite 312. Alexandria, VA22314.. Tampa, FL 3010 Job Truss Truss Type City Ply J388174 DANIEL T78911674 J38874J38874A K02 Common 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02.22 2019 Page 1 ID:aDI61k7izyZE1 HNX9olZXryBIOb-0dTYXZhAdwzVNECiOcgYxvaYWla2ePG7BriyVumy8R07 3x4 = 3x4 = 3114 = Scale=1:18.8 Plate Offsets (X,Y)— f2:0-0-14,Edgel, f3:0-2-o,Edgelf4:0-0-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(L-) -0.04 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.09 7-10 >991 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 4 Na n/a BCOL 10.0 Code FBC2017rTP12014 Malnx-AS Weight: 251b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 4=266/0-8-0, 2=414/0-8-0 Max Holz 2=47(LC 7) Max Uplift 4=33(LC 8), 2=-151(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=295/62, 34=289/57 BRACING. TOP CHORD 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=6.0psY BCDL=6.Opsf h=17tt; B=45ft; L=24ft; eave=4ff; Cat. II; Exp B; Encl., GCpi=0.16; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 last bottom chord live load nonconcufrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 4 except (jt=lb) 2=151. 6) This truss design requires that a minimum o17116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0111111111111 rE SF• No 22839 9� •• OF :���r '�,.5/ONAt- Walter P. Ann PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING - YenfydezignparamaIe ,I and READ NOFES ON THIS AND INCLUDED IdTER REFERENCE PAGE MILI4I3 rev. 1O V32015 BEFORE USE. we — Design valid (Dross only with MTeM connectors. We design is based only upon parameters shown, and is Wan indiridual bidding component, net � a thanthansyuem. Before use. 0e bwkmg designer must wnWhe applicabildy of design parameters and property [romans this design into the memill Alat buiMingdesign.Bradng Indicaledis to prevent bucung of individual then web andforafford members only. IUdtlionaltemporeyandparnanentbrecing MiTek' is always headed for sto billy and W prevnn coeaysewith possible personal Injury and properly damage. Far general guidance regammg the fabrication,ormage,delNery, creation and bredngofmsseseMhuss systems,see ANSIRTIF Quality Oman, DS8419 and SCSI Building Component 6904 Perks East BW. Sarerylnformation available from Truss Plate Institute, 218 N. Lee Sheet, Sube 312, Alexander. VAM14. Tampa, FL MID Job Truss Truss Type Gty Ply J31114 DANIEL T78911675 J38874-J38874A MG1 Monopitch Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 I 8.330 a Dec 5 2019 MTek Industries, Inc. Man Dec 16 09.02:23 2019 Page 1 ID:aDt6lk7izyZE1HNXgogftBIOb-UglwNioOD5M_0_b9s4ASn5gx_F98boL4Mi30Cy8RO_ 2.4 II 3 3X8 o 4x4 = Scale=1:20.6 Plate Offsets (X,Y)— (1:D-4-13,0.1-81 LOADING (pap SPACING- 2-D-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.06 5-7 >999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.54 Horz(CT) 0.02 4 Was n/a BCDL 10.0 Code FBC2017fTP12014 Matnx-MP Weight: 38111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=133810-8-0, 4=1131/Mechanical Max Horz 1=107(LC 21) Max Uplift 1=-231(LC 8), 4=236(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Its) or less except when shown. TOP CHORD 1-2=-1960/329 BOT CHORD 1-5=-375/1809, 4-5=-375/1809 WEBS 2-5=-208/1335, 2-4=19971414 Structural wood sheathing directly applied or 3-10-3 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=6.OpsY BCDL=6.Opsf, h=17ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip COL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-" tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at johm(s) except (jt=lb) 1=231,4=236. 6) Use USP SUH24 (With 4-1Od nails into Girder & 2-1Od x 1-112 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-3=60, 1-4=20 Concentrated Loads (Ib) Vert: 7=640(F) 8=640(F) 9=640(F) vJ ER P, E Ill No 22839 we �: $r4f:: OF :�4/ i��T�s . O R 1 p Cj�=�� S 10NA� ", Wafter P. Finn PE No.22839 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING - Verify di-Ign Pma,nalers and READ NOTES ON THIS AND INCL UDEO WIFEN REFERENCE PAGE AW-147a rev. 16e3)2b159EFORE USE. Design valid Or use only with MRekO connetors. This design Is based only upon pa2meters shown. and is loran individual bolding movement, no a truss system. Before use, the building designer most witty Pe applicability of design parameters and properly inmryo ste Nis desgn into did ovmall buildingdeslgn. Bracing Indicated is to prevent backing oflndMdualInumweb and/orchord membersonly. Additional temporary and Moments bracing MiTek' is always required for stability and to prevent cutapse with possible personal Injury and papery damage. For general guidance regarding the fabrication. storage, dellvery section and bracing of teases and truss systems, see ANSUfPlf Qualify Odell DS949 and BCSI Suadinn Component a904 Parke East BIM. SarefyhROAdNflon available from Tess Plate Insttute.218 N. Lee Stress, Suite 312, Alexandra, VA22314. Tampa,FL 36610 Job Truss Truss Type Gly Ply J38874_DANIEL T18911fi76 J38874-J38874A MG2 Monopech Girder 1 q L Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 a Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:24 2019 Page 1 ID:aDt61 k?izyZEI HNX9olZXryBIOb.yOaJyFjG9XDCcYZnjabP??dpxNaftAVUJORuey8RNz 3x4 11 2 3x8 i 3.4 II 5-2-12 Scale: W4'=l' LOADING (pat) SPACING- 2-0.0 CSI. DEFL. in (too) bell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 3-5 >985 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.12 3-5 >494 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hoa(CT) 0.00 3 nra Tire BCDL 10.0 Code FBC2017rrP12014 Matrix-Mp Weight: 5310 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2xe SP DSS BOT CHORD REACTIONS. (Ib/size) 1=1566104-4, 3=1087/0-4-0 Max Ho¢ 1=77(LC 21) Max Uplift 1--254(LC 8), 3=204(LC 8) FORCES. (lb) -Max. Comp./Max. Tail -All forces 250 Ila) or less except when shown Structural wood sheathing directly applied or 5-2-12 oc purims, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 now at 0-9-0 Do. 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords Connected with 10d (0.131"x3") nails as follows: Zx6 - 2 rows staggered at 0.9.0 Do. 2) All loads are Considered equally applied to all plies, except i1 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; but 7ft; B=45ft; L-2411; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2400 wide will fit between the bottom chord and anyother members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Ul=lb) 1=254,3=204. 7) Use USP HUS26 (WIN 14-16d nails into Girder & 4-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0.10-12 from the left end to 2-10-12 to Connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in Contact with lumber.. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 1-3=20 Concentrated Loads (lb) Vert: 5=-1130(B) 6=1129(B) %'S No 22839 :90: A IN F :44/ir i III, ORI Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING VPrlly cosign pammelers entl READ NOTES ON THIS AND INCLODEOMITEK REFERENCE P4GE ol11-747r rev. I"j2o,5BEFOREUSE �® Design wake for use only with MTeM connections. This design is based only upon parameters sheen, and Is bran Individual Madinp component, not Sal a miss System. Before use, the building designer must verily the appacabiftyMdesigo parameters antlpspeMDry lnmede this design into the overall bUldingdesign. Bracing Indicated is to prewnt bucuing of cMdual truss web andlor chod members only.Add'nionaltempOraryardpermanentbracing MiTek' Is always required for stabllay and to prevent Darius wah possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, eretllon and bracing or trusses and truss systems,see ANSITPH Qualify Crfmda, DSB49 and BCSl Building Component 6904 Parke East BNd. Sa anyhruoymerlon available from Truss Plate Institute, 218 N. Lee Street, Solid 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874 DANIEL T18911fi77 J38874.J38874A MG3 Monopitch Girder 7 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 52019 MiTek Industries, Ind. Mon Dec 16 09:02:25 2019 Page 1 ID:aDtSl k?izyZE 1 HNX9o17XryBlOb-OC8hftk2wrL3EIB2HH6eXCA?Cn1 Podkd%gBAU4y8RNy 5-0-0 5-0-0 2.4 It 4x4 = 2x4 II 5-0-0 5-0-0 Scale = 1:15A Plate Offsets (X,V)— (1:0-4-13,Edge) LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vart(LL) -0.05 3.5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(OT) -0.10 3-5 >567 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 1 n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 221b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=656/0-6-0, 3=1015/Mechanical Max Hoe 1=76(LC 8) Max Uplift 1=-107(LC 8), 3=207(LC 8) FORCES. IN) - Max. Comp./Max. Ten. -All forces 250 (Ib) Or less except when shown Structural wood sheathing directly applied or 5-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=1601 (3-second gust) Vasd=124mph; TCDL=6.OpsY BCDL=6.Opsf h=17tt; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.1 B; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads, 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will m between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ut=lb) 1=107, 3=207. 6) Use USP SUH24 (With 4-1 Did nails into Girder S 2-1 Did x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-1-4 from the left end to 4-1-4 to connect truss(es) to front face of bottom chord. 7) Fill all nail hales where hanger is in contact with lumber. 8) In the LOAD CASES) 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 Inuease=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=60, 1-3=20 Concentrated Loads Ql Vert: 6=-640(F) 7=-643(F) \\III111!!/j OJ` ��ER .. ` �\ O E N SF No 22839 O IF ; ��: iT P,r2 Walter P. Rnn PE No22839 MITek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING Ven/y tleslgn Parameters and READ NOTES ON rHIS AND INCLUDED AvrEH REFERENCE PAGE MII 7473 rev. 1R'OLIn15 BEFORE USE Design valid for use only with MRelelD connectors. This design Is based only upon parameters shown, and Is for an IndiNduai builtling component, not a truss system. Before use, the building designer must very the appiiaabliity of design parameters and propedylnwTorate Nis design Into the overall buldingdesign. Sol Released is to provent buchlIng ofirshAdualtruess web and/or chord members only. Additional temporary and permanentbraol MiTek' Is always required for stability and to phMd will with possible personal lnlury and property damage. For general guidance heading the rundowns. storage. delIvery erection and loading of sales and truss ensure, we ANSIArief Gustily Lrilede, DSBA9 and SCSI Building Component Saferylnfermeflon deal Pade East BIM. swagsbile fhm Truss Plate InaLlute, 218 N. Lee SV e. nude 312, Alexandra, VA22314. Tampa, FL Bull Truss Truss Type --]Job 0ty Ply=J38B74LT1J38B74-J38074A V4 Valley i(optional) Truss, Ft. Pierce, FL 34945 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 16 09:02:26 2019 Page 1 ID:aDt61 k7izyZE1HNX9oID(ryBlOb-vOi3Nxthh8TwmjARdl4QiGDBT4L3 nmKwjOXy8RNx 2-0-0 &rFo 24 1 2-0-0 5,do 12 2x4 o 3x4 = 0 4-0-0 0--p-10c 3-11-6 2x4 lo+f -SAKI 2C d Plate Offsets (X,Y)— f2:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ven(LL) rule - We 999 MT20 2441190 TCDL 10D Lumber DOL 1.25 BC 0.13 Vert(CT) rule - We 999 BCLL 0.0 ' Rep Stress Incr YES VJB 0.00 Horz(CT) 0.00 3 We n/a BCDL 10.0 Code FBC20171TP12014 Mal Weight: 10 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=100/3-10.13, 3=100/3-10-13 Max Hom 1=11(LC7) Max Uplift 1=-17(LC 8), 3=-17(LC 8) FORCES. (Ib) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING. TOP CHORD. Structural wood sheathing directly applied or 4-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Val24mph; TCDL=6.Opsf; BCDL=6.Opsf, h=17f1; B=45ff; L=24B; eave=4tt; Cat. II; Exp B; Encl., GCpi=0.18; Fill (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chard bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 3. �.(ER, P. No 22639 00. AIN COR%,oP*N Z".S011NA% ?1% III, lk Walter P. Rnn PE No22839 MiTek USA, Inc. R. Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 &'WARNING. Ve,ify Jesiyn parameters smdREAD NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-74I3 env. W0312015 BEFORE USE. Design valM Wine onlywhA MReksbconnedors. This tlesign is based ony upon parameters shown, and is form individual building component, not almas system. Before use, the building designer must verily the spoil of design parametersand properlyincorporate this design Intotheoverall buildingdesign. Bracing indicated late prevent Welding of Individual trusswob andlor ctiord members only. Additional temporary and pelmanentbradng MiTek' is always required for stabllityand to pravam collapse with possible personal Injury and propeM damage. For general guidance regarding the fabrismon,storage ,dervery.erection and braWg oftmsses and buss systems, see ANSMII Quality omens, DS"S and SCSI Building Component 69W Parke East BNd. Sahtylnyormeffse available loss Truss Plate Institute. 218 N. Lee Start. Suite 31Z Alexandra. VA22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply J31874_DAME L T78911679 J38874-J38874A V7 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 = 2x4 i 8.330 s Dec 52019 MiTek Industries. Inc. Man Dec 16 09:02:26 2019 Page 1 ID:a0t6lk?izyZEI HNXgolZXryBIOb- Oi3NxlhhSTwmiARdt40iDoBLML3 nmKwjOXy8RNz 2x4 Scale = 1:12.6 6 d Plate Offsets (X.Y)— 12:0.2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - Rio 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 3 DID n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1 =21116-8-5. 3=21116-8-5 Max Hom 1=24(LC 7) Max Uplift 1=-36(LC 8), 3=-36(LC 8) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 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=6.Opsf; BCDL=6.OpsY h=17ft; B=45ff; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffant with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 3. ,,111111111!!//!I �JER P, No 2283aw 90: A F �� Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Bind, Tampa FL 33610 Date: December 16,2019 ®WARNING -VsrN, d+ ,,, paranuNrs and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAOE81141172rrv. I093n015 BEFORE USE Design valid for use only who wMTel� connectors. This design Is based over diW y upon parameters shown, and is for an inall hugding componeM, not a buss system. Before use. me building designer mud whey the applicability of design parameters and properly Incorporate Nis design into me overall buddingdesign. Bracing Indicated is to prevent buckling oflndividualtruss web and/or Nord members only. AddbionallemporaryendpelmaneMbracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and Prepemf damage. For general guidance regarding the fabdemon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/OP/1 Quality Mreda, DSB49 antl BCSI Building Component 69M Parke East Blvd. Safery'lnrormatlon avallable from Tmss Plate InstRO., 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL scale Job Truss Type Qly Ply J38874 DANIEL T1B9116B0 J38874-J38874A LVMM2 Valley 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MTek Indusldes, Inc. Mon Dec 16 09:02:27 2019 Page 1 ID:aDt6lk?izyZE1 HN%9a12XryBIDbNbGRaHIJSSbnT71MOi86WFQ6bqu4WEW7_gGYzy8RNw 5.00 r 2A4 S 2.4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loci) 9de0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Verft1) n/a - n/a 999 TCOL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hmz(CT) 0.00 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (IC/size) 1=44/1-11-6,3=44/1-11-6 Max Horz 1=18(LC 8) Max Uplift 1=-4(LC 8), 3=1l(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown Scale = le's PLATES GRIP MT20 2441190 Weight: 5 IS FT=20% Structural wood sheathing directly applied or 2-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 Do bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; Ill 13=4511; L=24ft; eave=4tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 Considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joint(s) 1, 3. E IV &F/�'L No 22839 SUIT, OF 4 O R 1 Q �%P' C?��`' '1.S'0NA%�C\��� Walter P. Run PE No22839 MITek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 16,2019 ® WARNING .VvlryUs, Ln➢vnmelzcs and READ MO TES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mry] Vli 1003,7015 BEFORE USE. Design valid for use onywah MraMaconnatlpa. Ufa design Is based only upon parameters shown, and Is Wan individual building component, not pEy Mat a Buss system. Before use, the building designer must vei"applicability of design parameters and prepery incorporate Ma design into Me overall ���-���. buildingdesign. Bracing indicated is to prevent buckling oflndividual Wss web andlor Nord members only. Addalonaltemporaryandparmenerabradng M!Tek' is always required for stabilily and to prevent mgapse wlN possible personal Injury and property damage. For general guidance regarding to fabrication, storage, delivery, erection and bating V trusses and truss systems, see ANSMH qualify Drift OSB49 and SCSI Building Component Bell Parke East Blvd. Sarerylnlonnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 35610 Job Truss Truss Type Ely Ply J38874 DANIEL J38874-J38874A VM3 Valley 1 1 �681 Job Reference o lional nma, rr. nelw,"orvro o.aau s uec a zuiumuex mausmes, Inc. man uec it ua:uz:zr zuiv rage ID:aDt6lk?izyZEiHNXgolZXryBIeb-NDGRaHIJSSbnT?IMOi86W FOvbpO4wEw?_gGYzyBRNw 3-0 12 34-12 t a 2x4 Scale =1:9.8 LOADING (psp SPACING- 2-0.0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.17 Ved(LL) Na - rule 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 rule Na BCDL 10.0 Code FBC20177TPI2014 Maifl%-P Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP No.3 TOP CHORD BOT CHORD 2z4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 1=100/3-0-2,3=100/3-4-2 Max Harz 1=40(LC 8) Max Uplift 1=-9(LC 8), 3=-25(LC 8) FORCES. (Ib)-Mal CompJMax. Ten. -All forces 250(Ib) or less except when shown Structural wood sheathing directly applied or 3-4-12 oc puffins, except end verticals. Rigid ceifing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=t6Omph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf 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. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1DD He uplift atjoint(s) 1, 3. ER `,`IIIIIII111111 �,� O�P\... P, .` 3� . ENS' .ems ND 22839 9O: a OF : ee �'�oS,�NA;, �% Walter P. Rnn PE No.22839 MiTek USA. Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 ®WARNING - Vw,fydesien PanmMera and READ NOTES ON FHla ANDINCLUDEDMITEA REFERENCE PFCEMINA3reo. MT32015 BEFORE USE Design valid for use onlywhh MiTeW cannaclona This deign Is based onlyupon parameters shown, and Is for an individual building component, net ��• a truss system. Before use, the building designer must mi the applicability of design parameters and properly incorporate the design into the overall buildingdesign. Braerg indicated is to prevent bucklingol Individual truss web and/or chord members only. Additional temporary and maranent bracing WOW is always required for stablldy and to prevent collapse with passible personal Injury and property damage. For general guidance recanting Me fabrication, storage, delvery,eredon and trading cleanses and truss systems. me ANSIVI Quality Onoda, DS"9 and Bea/ Building component 6904 Parke East Blvd. Sareylnrarmerion available from Truss P fee lnsttute, 218 N. Lee Street. Suite 312, Alexandria, VA22314. Tampa, FL Seats !ob Truss Truss Type Oy Ply J38874_DANIEL T18911682 J38874-J38874A VM4 Valley 5 1 Job Reference (optional) heel Goa5t lmas, Ft. PrUCG, FL-34946 61 2x4 i 8.33U s Dec 5 2019 MiTek Industries, Inc. Mon Dee 16 09:02:2112019 Page 1 ID:aDt61 k?izyZE1 HNXSoIZXryBIOb-mgpodmxDmje59tYyPfL9roX3?7 WpzU4EePg5Py8RNv 2x4 II Scale =1:11.1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ved(LL) We - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Ved(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 131b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1 =124/3-11-6, 3=1 24/3-11-6 Max Ho¢. 1=49(LC 8) Max Uplift 1=-11(LC 8), 3=-31(LC 8) FORCES. (I s) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc pudins, 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=6.Opsf; BCDL=6.Opsf h=17tt; B=45ff; L=2411; eave=oft; Cat. It; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 1, 3. ,`,4�11111111//��I �.�`�,P��ER • P• F�ti ��i No 22839 :9 • A F : 40 40 O R 1 O,\_� Waller P. Rnn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 &WARNCG-Verifydec,,Uanr1..dREADMOFES ON THIS AND INCLUDED MI rEK REFERENCE PAGE hl)Il03 rev, 0103OISSEFORE USE. �e Design valid for use only with Miele® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a rose system. Before use, the building designer must verily the appllcablliy of design parameters and prapedy incorporate this design Into the overall �-�•YY buildingdesign. Bmdng Indicated is to prevent buckling ofindivilual truss web andlorchold members only. Additional temporary and permanent bracing MiTek' Is always required for stabillty and to prevent callapm wAb possible personal injury and property damage. For general guidance regarding the fabrication, garage. Eelivery.erectlan and bracing of Wsm3 and Wss systems. see ANS171i Quality Crawls, DS849 and SCSI Building Component 69114 Parke East 8W. Sarelylstannadon availabb Wm Tmss Plata InM4 e,218N.Lee Street.Sude312,Alexandria,VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874_DANIEL T189116B3 J38874J38874A VM6 Valley 3 7 Job Reference (optional) test Doasl i was, Yl. Pierce, FL M945 8.330 s Dec 52019 MN ek InduSVleS, Inc. Mon DEC 1609:02:282019 Page 1 ID:aDl61k?izyZE1 HNX9oI7XryBIOb-mgpodmxDmje59lYyPfL9roPq?1rpzU4EePg5Py8RNv 2.4 II 2 3 2x4 i 2.4 If LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (loc) Odell Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) me - me 999 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Ven(CT) me - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HoR(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdz-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (Ib/size) 1=204/5-11.6, 3=204/5-11.6 Max Hom 1=80(LC 8) Max Uplift 1=-18(LC 8), 3=-52(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown Scale=1:15.6 PLATES GRIP MT20 244/190 Weight: 20 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end ver icals. Rigid ceiling directty applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf, h=17ft; B=45f1; L=24ft; eave=49; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 201 on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. I`lllllllll//I/��/ �, .......... E FI • pry i `�.Air as\ \ F No 22839 �4u` .� oP'"�"Air OR� '•,��SS;��fVAI E�G�e 111 Walter P. Ann PE No.22839 MITek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily design Parameter. and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 41114413 rev. 10103Q013 BEFORE USE wissis Design valid for use only with MITek® connector. This design Is based only upon parameters shown, and Is for an IndiNdual building Component, not a truss system. Before use, the building designer must writ' the applicability of design parameters and properly Inaugurate this design Into Me overall building design. Brecing Indicated is to prevent buckling of Indidual truss web unfair chord members ony. Additional tempmaryand permanent bracing MiTek' Is always required for Sending and to prevent collapse with possible personal Injury and property damage. Forgenemlguidanceregardingthe fabricated. storage, deliear,Oregion and bating oftmsses and Was systems,see ANSMII Quality Canada, DS849 antl SCSI Building Component 6904 Parke East BIM. Salary lnlormadon avatable Imm Truss Plnelnsi ,218N.Lee&.re .Sude31ZAlexandre,VA22314. Tamp.FL 36610 Job Truss Truss Type Oty Ply J38874_DANIEL T189716B4 J3BB74J38074A ZCJ1 Jack -Open 18 1 Job Reference (optional) east Goast l russ, rl Ferce, 1'1- d4eVti s Dec 5 2019 MITek Industries, Inc. Mon Dec 16 09:02:29 2019 Page 1 it Scale = 1.7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFI.. in (loc) Odell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Ven(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) O.OD 4 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 6111 FT=20% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-29/Mechanical, 2=276/0-8-0, 4=-57/Mechanical Max Horz 2=61(LC 8) Max Uplift 3=-29(LC 1), 2=-203(LC 8), 4=-57(LC 1) Max Grav 3=37(LC 8), 2=276(LC 1), 4=65(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7.10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; h=1711; B=45ft; L=24ft; eave=4ft; Cat.. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rd between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=203. J•� P\ .......... P �i0 E N Ole No 22839 9O: OF ;�k/ OAN Walter P. Rnn PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 16,2019 ®WARNING. Verily Oes:gnparaanelers arld READ NOTES ON THIS AND MCLUDED NJTEK REFERENCE PACE hIIIJJTi mv. 10 V3 201S BEFORE USE. Design valN or use onlywilh Wool) swaddles. This design is baseel only upon parameters shown, and is foran inamdual buildN eemporeak not a Wss system. Before use, me building designer muddily the appticabirmy of design prominent and ap.pedyinooryoral0 this design or. the avemll buiMingdesiga. Bracing indicated is to pavers buckrmg M Individual truss web anwor driver members any. Addtlbnaltemposryand"Romembradeg MiTek' Is always required for stabirM and to prevem collapse with pos Ve personal injury and parody damage. Forgenead Vidanca regaNmg tie fabrication. MCM90,delivery. ereNon and bracIng of trusses and Was Systems. see ANSVTPII Quality Cued., DSB49 and BC51 Building Component 6904 Parke East BIM. Safetylnfomeatlon available from Truss Plate Institute, 218 N. Lea S00et, SuBe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Tnlss Truss Type cry Ply 138874 DANIEL T18911685 J38874J38874A ZCAA Jack -Open 2 1 Job Reference (optional) oesr S,oasr vues, n. nerce, rL aauao e.36U 6 Dec b Zulu Mile%Industries, Inc. Mon Dec 1609:02:31 2019 2-0 o-ii-A 3 5.00 12 2 d 4 2x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. LOADING Par) SPACING- 2-0.0 CSI. DEFL. in floc) gde0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ve 1( 1) 0.00 7 rdr 120 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Verl(CT) -0.00 7 ri 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=0/Mechanical, 4=191/Mechanical Max Horz 3=611(LC 1),4=-611(LC 1) Max Uplift 4=-101(LC 8) Max Grav 4=191(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=416/563 BOTCHORD 2-4=-611/510 PLATES GRIP MT20 2441190 Scale =1:7.8 Weight:6 US FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6.0-0 0o bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Ops1; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4ml01. O E N SFi�ti No 22839 :9 OF : <uc ,ONA11 Waiter P. Rnn PE No22839 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 &WARNWG-vwlnrdalgnp.lumemrenM READ 110r_=S ON FNISAID INCLUOEOMIrEK REFERENCE PAGE M11d473 rw. 10 03ID6 BEFORE USE �e Design valid roruse onywdh MTek®coommars. This Uesgn is based only upon paramours Shawn, and is for mi IndMilval bui component, not �Jp� a 1ae5 System Before use, me building designer must vent' Ne applicability ofdesi9n parameters and pmFedy Incorporate this di moths overall bwldingdesign. Bating indicated is to prevent bak WingafindiNdual lass web andfor chord members a*. AddiicnaltempoaryandpermaneNbradng Welk' is always required for Stability and to prevent collapse wM possible pondral irk yantl pmpeM damage. Forgerood gurdance regarding the Iabnration,Storage, delivery. erection and bactng of Wsses eM hues system.. see ANSUFPII Quality Canada, DSBA9 and SCSI Building Component 6904 Parlor East BIM, Saleylolormedon available from Tass Plate Inialute, 218 N. Lee Street, Su4e 312, Aiexandda, VA 22314. Tamps, FL 36610 r Job Truss Truss Type Oty Ply J38874 DANIEL T18911686 J38874-J38874A ZCJ3 Jack -Open 16 1 Inc Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 52019 MTek Industries, Inc. Mon Dec 1609:02'31 2019 Page 1 ID:aDt61 k?izyZE1 HNX9olZXryBIOb-FMVyOeepWn5Dydc7dYD2nTO06CAfOKEIMv UhkyBRNs -2-M 2-114 2. 2-114 1 Scale: 1'=T LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=55/Mechanica1,2=271/0-8-0,4=21/Mechanical Max Hare 2=92(LC 8) Max Uplift 3=-16(LC 8). 2=-134(LC 8) Max Gfav 3=55(LC 1). 2=271(LC 1).4=45(LC 3) 2-114 DEFL. in (too) Udell Lid PLATES GRIP Vart(LL) _000 4-7 >999 240 MT20 244/190 Ven(OT) -0.00 4-7 >999 180 Hom(CT) 0.00 2 n/a rile FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. Weight: 12 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 Be punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=6.Cpsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Ecp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girdef(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 1b uplift at joint(s) 3 except Ut=lb) 2=134, %%011111111111" J% (ER P, J E N No 22839 le ?F * :4U *: :*ea OA •'*PS'S10NA� Walter P. Rnn PE No.22839 MITek UK Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 16,2019 I&WARNINe- Veri/yd—grip—lerelars and READ NOTES ON TTUS AND PNCLUDEDF:ITEHREFERErICEPAGEM14I473 rev. 10'0312015 BEFORE USE eadee �ea Design valid for use onlywah MT.MconnMors. This design IS based only upon parameters shown, and is for an indieldual building component, not �� a buze system. Before use, Me suited, designer must verify [do eppilkabiy of design parameters and papedco ydaign adde Nis desinto Me owall ��.11•YYY buildingdesign. Bracing Indicated is to prevent butding d vd'Mdual Wss web andlorchord members am,. ALdNonaltemporaryandpermanerd Lacing MiTek' Is aled,required ferstabildy and to prevent coaapse with posvde personal injury and prepedy damage. Forgeneral,uidarmaregardirgme fabrication, storage. degvery. erection and bracing oftrusses and lass systems, see ANSIMPII Quality Canada, DSB49 end BCS1 Building Component Seoul Parke East Bred. Saferylnfmmadon available fmm Tmss Plata InMKWe, 218 N. Lee Street, Sude 312, Aleaandda, VA22314. Tampa. M 36610 Job • Truss Truss Type Cry Ply 138874_DANE T78911687 J38874-J38874A ZCJ3A Jack -Open 2 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 1609:02:322019 Pagel ID:aDt6lk7izyZE1 HNX9olD0yBI0bjY3Ke_pRH_D4ZnAJBFkHJhygOcRplmKf8GN1EAy8RNr IN 2-11.4 2-0-0 I 24YB O412 I�I Scale: 1'=l' 1.4 II 4 5.00 12 2 3x4 = 6 5 1x4 II PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. 2-8-8 2-11-4 2bA i 0-d-72 I Plate Offsets (X Y)— 12:0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,57 Vert(LL) 0.00 6 n/r 120 MT2D 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.00 6 Wir 120 BCLL 0.0 Rep Stress Ina YES WB 0.07 Hom(CT) 0.00 n/a his BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 141E FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=0/Mechar-Eal, 5=347/Mechanical Max Hoe 4=633(LC 1), 5=633(LC 1) Max Uplift 5=-128(LC 8) Max Grow 5=347(LC 1) FORCES. (Ii - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3711732, 3-4=291/584 BOTCHORD 2-6=-633/405, 5.6=633/405 WEBS 3-6=405/187 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oC purling. BOT CHORD Rigid ceiling directly applied or 6-0-0 oC bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Ops4 BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.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. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 5=128. `% CC i No 22839 qsAn.=�� ?%%, Walter P. Finn PE No22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING - billy design paramxran and READ N01£S ON rNI9 4ND INCLUDED MJIEK REFERENCE PAGE 681-1472 r- la,034015 BEFORE USE Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is on an indi exual building component, not a truss system. Before use, the building designer must vmiy the applicability of design parameters and properly Incorporate this design into the overall �-�•YY buildingdurgn. Bracing Indicated is to pmAntbuilding of mcmdual truss web andfor chord members only. Aidiumaltemporsryandpmmanerdbracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage, delivery; erection and bracing of trusses and Wes systems, see ANSIRMI Duality Creeds, DSB49 and Bml Building Component 6904 Parke East BlJd. SalerylnlmmeNon available from Truss Plate Instaute, 218 N. Lea Street. Suite 312, Alexandra, VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874_DANIEL T18911688 J38874J38874A ZCJ3H Jack -Open 2 1 Job Reference (optional) Truss, YL vierce, l L 34V4U 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:32 2019 Page 1 ID:a0t6lk7izyZEl HNX9olZXryBIDb-jY3Ke_pRH_D4ZnAJBFkHJhyBtcW4lnTf8GNi EAyBRNr 1 Style: 1"=1' LOADING (psi SPACING- 2-0-0 CST. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vart(LL) -0.00 6 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOa(CT) 0.00 2 fire fire BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 131b FT an 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 4=72/Mechanical, 2=27110-8-0 Max Hoa 2=92(LC 8) Max Uplift 4=-7(LC 5). 2=-134(LC 8) Max Grav 4=73(LC 13), 2=271(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (I e) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=e.Opsf, BCDL=6.OpsT that 711; Bri L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Were a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 4 except Utiii 2=134. .. No 22839 *; -* 90 e �waw irmlies Walter R Hnn PE No.22839 Mil USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 WARNING -Verity tlesign pmamelprs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE dIIL7473 rev. 1"312015 BEFORE USE. Design valid for use only wAh MiTek® connectors. This design is based only upon parameters shown, and Is fof an Individual building component, pone, not a truss system. Before use, the building designer must verify the applicability Of all parameters and prapedy incorporate Nis design into the overall' buildingdesign. BracingindicatedistopreventbuddingofindMtlualImesweband/orchordmembersonly. P Ohmaltemporaryantlpermanentbracing MiTek' is always required far stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of decres and truss systems, see AN31?PH dualMy CrkeTla, USS49 antl BCS) Building Component 69U Parke East Blvd. Safeylnformmlan avallable from Tress Plate institute, 218 N. Lee Street, Sub. 312, Alexandria, VA 22314. Tampa, FL 36310 Job ` Truss Type Sty Ply 138874_DANIEL T76911689 J38874-J38874A LZC�J65 Jadt-Open 15 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,330 s Dec 52019 MiTek Industries. Inc Mon Dee 1609:02:332019 Scale: N4"=l' LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) pde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.02 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.05 4-7 >999 180 " BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 due Na BCDL 10.0 Code FBC2017FTP12014 Matrix -AS Weight: 1916 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=119/Mechanical, 2=335/0-8-0, 4=53/Mechanical Max Hoa 2=123(LC 8) Max Uplift 3=-50(LC 8), 2=-126(LC 8) Max Grav 3=119(LC 1), 2=335(LC 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf,, BCDL=6.Opsf; h=17ft; B=456; L=2411; eave=4tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom Glom live load nonconcurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 3 except gt=lb) 2=126. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,4�1111111///j �• eF1 P, o`�P•'�Enis �Y�,�'% No 22839 irz OF :�41/Z AI '��`��� Walter P. Ann PE No.22839 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING- Vcrily design Pam 0. no READ NOTES ON THISRNO INCLUDED MITEXREFERENCE PAGER1147473rcv. 10,0312015 BEFORE USE Design valid for use only win MTek® connectors. This design is based only upon pareseehers shown, and is for an individual nursing companenl not a truss system, Before use, the building designer must verify the applicability of design parameters and pmpedy Incorporate this design Into the overall buedingdedge. Bracing indicated is to prevent buckMg of individual truss web travel chold members only. Motional temporary and pereanem bracing MiTek' is always required for stability and to protons Coeapse with possible personal injury and property damage. For general guidance meeting Me fabrication, storage. delivery, erection and bracing of busaea and truss Systems, sea ANSVINVI Quality CHAINS, DS949 and SCSI Building component 69N Parke East Blvd, Safearrloweagon available from Truss Plate Institute,218 N.Lee Street, Sure 312, aexandda, VA22314. Tampa, FL 36610 Job msa Truss Type Qty Ply T18911690 J38874-J38874A ZCJ5A Jack -Open 1 t �,138874_DAMEL Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 a Dec 52019 MTek Industries, Inc.. Mon Dec 1609:02:342019 Scale: W4'=l' I(S) TO RESIST nvntcvly 1f L nCnko I lvrv(o) anwVIN. ADEQUATE SUPPORT REQUIRED. Plate Offsets (X.Y)— 12:0-0-10,Edgel LOADING (psf) -SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ven(LL) .0.00 6 TIT 120 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Ven(CT) -0.01 6 n/r 120 BCLL 0.0 Rep Suess Ina YES We 0.10 Hoa(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 21111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=0/10echanical, 5=507/10echanical Max Harz 4=791(LC 1), 5=791(LC 1) Max Uplift 5=-155(LC 8) Max Grav 5=507(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-371/918, 34=277/729 BOT CHORD 2-6=-791/422, 5-6=-791/422 WEBS 3-6=-508/198 BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10: Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=6.Opsf; h=17ft; B=45ft; L=2411; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011D uplift atjoint(s) except Twill) 5=155, 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 22839 *: ;* :9 OF :4uArAq0R\OP N_��• ,ONA; Walter P. RnD PE No.22839 MIT& USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: December 16,2019 &WARNING. Veri/y dIr ill^ pararnelers antl READ NOTES ON THIS AND INCLUDED AbrEK REFERENCE PAGE 4114747l ie✓. IM312015 BEFORE USE. ' Design valid far use only with MITeM wnneetors. This deAgm is based my upon parameters shown, and is for an Ind'Mdual building component. not IYYY a Wss system. Seenum, the building designer must very the applicability of design parameters and pmpedy mcoRomte this design Into the overall bmidingdesign. emung Indicated is to prevent burkgng ofindhldual truss web andlor chord members ony. Addkblaltempomr,andpermanernbracmg Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaNing the fabrication, Across. delivery eredon and bra6ng efWsses and truss systems. me ANSIArl Duality Groaner DS"9 and SCSI Building Component 6904 Parka East BIW. Safetylnformatidn available frem Truss l ate leatitute, 2le N. Lee Slrest. Sute 312, Alexandra, VA 22314. Tampa, FL 3010 1 Job Truss Type Oty Ply JIB874_DANIEL T18917691 l38874-J38874A LZCJS5H Jack -Open 2 1 Job Reference (optional) Truss, Ft. Pierce, FL 34946 8,330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:34 2019 Page 1 ID:aDt61 k7izyZEIHNXgolZXryBIOb-gxB53gripcUop4KiJgmIP62UIP7EDhzycas613y8RNp -2-0-0 2-0-0 4.114 200 1 2-0-0 1 2-74 1 Scale: 314'=1' z4 0 za-o 4-114 2-40 10-0-0 1 2a Plate Offsets (X,Y)— (3:0-1-2,0-031 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 0de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.03 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 6 >738 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 201b FT=20% LUMBER. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 4=108/Mechanical, 2=340/0-8-0, 5=68/Mechanical Max Ho¢ 2=123(LC 8) Max Uplift 4=35(LC 8). 2=-124(LC 8) Max Grav 4=108(LC 1), 2=340(LC 1), 5=84(LC 3) FORCES. (Ib) -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; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.OpsF h=17ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 flat bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tn between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ing 1001b uplift at joint(s) 4 except Ot=1b) 2=124. 6) This truss design requires that a minimum o17/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. J�,,S\P�J No 22839 ;fit OF ,w .,`;4S,,oNAF '��,,� Walter P. Rnn PE No.22939 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: December 16,2019 ®'r%ARNING -Verify design paraniomm and READ NOTES ON TIPS AND INCLUDED MITES REFERENCE PAGE NIFN73 rev. ACOL42015 BEFORE USE Design valid Tease I n ywnn MTedDeonnedom. Tnis design is based only upon paremmem shown, and is loran IndMdual budeirg component not atmss system Before use, the building dasgnermust vedtydm appGrabildy of design parameters and prepeM Incorporate INS design We the overall � buildingdesign. arming indirned[a to prevent hooding oflvdiNdual truss web andlordmul members bills. AddtlionaltemponryandpesmanembracIng MOW is always required for sUbiDy and to prevent compse with possible personal Injury and property damage. Forgened0gudanceregardingtne fabrication, storage. delleryerection and bidding oftm5ses and trues Systems. me ANSIPIfguaaty C4mda,DSBdaend BCSIBUIINng Component most Padre Fast alas. Saferytelonnmlon availablefrem Truss Plate Institute.218N. Lee Snem, Suite 312, A1e[andrla,VAM14. Tampa,FL scats Is Job Truss Truss Type City Ply J38674 DANIEL T18911692 J38874-J38874A ZCJ7 Jack -Open 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MTek Industries, Inc. Man Dec 16 09:02:35 2019 Scale=120.1 Plate Offsets (X,Y)— 12:0-0-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.09 4-7 >951 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) .0.21 4-7 >396 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 2 n/a run BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 25 is FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=180/Mechanical, 2=408/0-8-0, 4=79/Mechanical Max Horz 2=154(LC 8) Max Uplift 3=-80(LC 8), 2=-127(LC 8) Max Grav 3=18O(LC 1), 2=408(LC 1), 4=121(LC 3) FORCES. (Ib)-Mail. Comp./Max. Ten. -All fames 250(lb) or less except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied, NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; h=17f1; B=45f1; L=2411; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b Uplift aljoint(s) 3 except 01=11s) 2=127. 6) This truss design requires that a minimum of 7116" structural wootl sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,,111111111111'r IeR P No 22839 p: T9 OF S,ONA� Walter P. Finn PE Na.22639 MITek USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ,&WAR.NING-11—rtlaslynparameters and READ NOTES ON THISANO INCLUDED MITEK REFERENCE PAGE ACFT Jrov. 10 le2rIs BEFORE USE. Design valid for use any with MTekdconnectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the handing designer must veriythe applkabiny of design perametms and pmpeM Inw aorme Nis design into Me ovemll buildingdesign. Bracing indicated is to prevent buckling of irkMe tlual truss web andlor Now members Any. AEdaio Itamppnuyandpermanentbradng MiTek' Is aXvays required for stability and topre,mrd softens with possible personal injury and property damage. For general guidance regard, the labllea(On, storage. delivery. erection and bracing of Weses and truss systems, see ANSUTPII guoaly Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Swaylnformaflos mists la from Truss Plate Institute,218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Div Ply T16911693 J38874-J38874A ZCJ7A Jack -Open 1 1 �J38874_DANIEL Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 1609:02:352019 Scale=120.9 6.11.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vei -0.01 6-9 -999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Ven(CT) -0.03 6-9 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.02 HORfCT) .0.00 4 We We BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Ill TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Al BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. All bearings 5-4.0 except Qt=length) 4=Mechanical, 5=Mechanical. fill) - Max Ho¢ 2=154(LC 8) Max Uplift All uplift 100 Ill or less at jolnt(s) 4, 5, 6 except 2=-112(LC 8) Man Grav All reactions 260 Ill or less at joint(s) 4, 5 except 2=310(LC 1), 6=360(LC 1). 2=310(LC 1) FORCES. (Ill) -Max. Comp./Max. Ten. -All forces 250 (Ill) or less except when shown. WEBS 3-6=-252/108 NOTES. 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcufrant with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of trusato bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5, 6 except 01=11b)2=112, 2=112. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Sp111 ey VjER iP �F/ ,,,O ,,%� •`'gyp E N gl ;.aw ew No 22839 �we 1, 0. S :4/` vs - 'ON At— �� i Walter R Fee PE No.22839 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 &WARNING. Verify design paimnelers and READ NOTES ON THIS A NO INCLUDED All TEN REFERENCE PAGEMI4%4)J lov M0312015 BEFORE USE Design valid for use only with MTek® connectors. This This design Is based ony upon parameters shown. and Is for an individual building component, not a truss system. Before use, the building designer must very the applicability of design pmeters araand pMy ropincarporste Nis design Into the overall bulldingdesign.. Bracing Indicated is to prevent buckling ofindiNdual truss web and/or chord members only. Additional tempers, and permanent bracing MiTek- Isalwaysrequiredforstabilityandtopreventcollapsewdhpossiblepersonal injury' and prepeM damage. For general guidance regarding 0e fabricated. storage, delivery, creation and traded or trusses and Was systems, see ANSVTPI1 Buagry Criteria, DSB49 and SCSI Building Component 6904 Parke East BNd. Saferylnforinatlon available from Truss Plata Insttuto, 218 N. Lea Street, suite 312, Aleeantlria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38874_DANIEL T189116 44 J36874-J38874A ZCJ9 Jack -Open 1 1 ' Job Reference (optional) east coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:36 2019 Page 1 ID:aDt6lk4izyZE1HNX9o2XryBIObcKJrTMsyKDkV20U505pDUX7k4DiLhbTF3uLFNyyBRNn -2-so 4a-12 8-11.4 z-ao I 4-7nz i 4-3.8 ' - Scale: 10=1• LOADING (psp SPACING- 2-0-0 CS]. DEFL. in (too) DdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.22 4-7 >476 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.54 4-7 >198 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Hoa(CT) 0.01 2 rile me BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 3=240/Mechanical, 2=484/0-8-0, 4=1021Mechanical Max Horz 2=186(LC 8) Max Uplift 3=-109(LC 8), 2=-131(LC 8) Max Grav 3=240(LC 1), 2=484(LC 1), 4=157(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL-6.Opsf; BCDL=6.Opst1 h=178; 8=458; L=2411; eave=oft; Cat. II; Exte B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconwrtent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except gl=1b) 3=109,.2=131. 6) This truss 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. at E N No 22839 we *; :* .-J-. ON OF e: 141 Z 00 S1ONA10 E-"Cy�. Walter P. Flnn PE No.22839 MiTek NSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily dealgn pa2melm-S and READ NOTES ON THIS 4ND INCLUDED OTEK REFERENCE PAGE MMI1-74I3 rev. 1awer Is sEPo.PE USE Design valid brow onlywuh MiTeMe connessers. This design is based o* upon parameters shown, and Is far an in ividual building component, net a tows, system. Before use, lire building designer must verify Me applicability of deign parameters and pmpeM mo,mae Nis design We Ne Mod buildingdesign.BadrIg indicated is to prevent Welling of IndMdual Was web andfor chord members only. Adddbnaltempomryand,somanelrtbracing MiTek' is always required for stabily and to pmwM conapse with posdble personal Injury and popeM damage. For general guidance regarding the fabneation,sagge,derwery,erection and loading afausses and truss systems, see ANSVTPllfluebtty edfede, DS849 and BCSI Building component 6904Parke East Bled. SaterylnfermWan available more Truss Nate Institute, 218 N. Lee SImet, Suite 312. Admndna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply J38874_DANIEL T78911695 J38874.J38874A ZCJ9A Jack -Open 7 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:37 2019 Page 1 ID:aDt61k?izyZE1 HNX9o1ZXryBIOb.4V'ADhila5XsMgY3H oKSOkg5NdCnD2L01Y5ovOyBRNm -2-0-0 4-7-12 5-0.0 8.11-4 2-0.0 4-7.12 b114 Scale: 12'=1' 2x4 S0.0 }11-0 LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (too) gdeD L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 6-9 a999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.18 Vert(CT) -0.03 6-9 ,999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.02 Hom(CT) -OAD 4 We nta BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 35111 FT as 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.2 REACTIONS. All bearings Mechanical except (l=length) 2=0-8.0, 6=0.8-0. (Ib) - Max Horz 2=186(LC 8) Max Uplift All uplift 100 Is or less at joint(s) 4, 2, 6 Max Gnav All reactions 2501b or less aljoinl(s) 4,5 except 2=304(LC 1), 6=412(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. WEBS 3-6=-299/143 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf, h=17ft; B=45ft; L=24ft; eave=4ft; Cal. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcumenl with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24}0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joint(s) 4, 2, 6. 6) 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. ER P N0 22839 .OiC ��` s . O R 1 a p' �jN N `';;9/0NAj1 a %%%� Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING Vanily design yaramerera and READ NOTES ON THIS AND INCLUDED a9TEK REFER-MCE PAGE 1,,711-7173rov l0.10J'2015 BEFORE 115E �e Design valid far use onywdb MTeketconnectors. Ths design is based only upon parameters shoed, and is bran individual balding mmpohent. not a Mass system. Before use, the budding designer mud verity the appfeabiltty of design parameters and prapmy inmryorne all, design into Me we211 �-�•YY buldingdosign. Bracing Indicated is to present buryJing of Individual truss web anwor Cod members ony. Asdelanaltemporeryandpelmmerdbnaung KWIC is always required for dabicy and to proved collapse with possible personal idury and propeM damage. For Behind guidance regamig 0e fatergodan, Somage,del'Nery, eretlion and bracing oftrusses and Mass systems,see ANSUnSI Qualify Cdbda, DSB89 entl SCSI Building Component 6904 Fades East Blso, SaMlylnrormefion available from Truss Male hands, 218 K Lae Sired, Suite 31Z Alexandria, VA MIA. Tampa, FL 36610 ab TrussssTypeOty I T18911696 38874-J38874A ZCJ11 Jack -Closed ]PIy7T4DANIEL 1 ference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 16 09:02302019 Page 1 ID:aDt61 k7izyZE1 HNX9olZXryBIOb-nAyaDJoBINzMKTi x4gipEGtn4ofrHpYNhyux9ly8RNt -2-0-0 5-7-12 10-114 1 2-0-0 54-12 5-3-8 4 5 3x6 i Scala = 1.28.4 Plate Offsets (X,Y)- 12:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEAL. in (roc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.26 7-10 >490 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) .0.53 7-10 >241 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 7 n/a We BCDL 10.0 Cade FBC2017/TP12014 Maul% -AS Weight: 511b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.2 *Except* 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 2=554/0-8-0, 7=427/Mechanical Max Ho¢ 2=217(LC 8) Max Uplift 2=-134(LC 8). 7=102(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-545/55 BOT CHORD 2-7=-154/482 WEBS 3-7=-481/182 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=6.Opsf; BCDL=6.Opsf, h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18;MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconctrrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ing 1001b uplift at joint(s) except at -lb) 2=134, 7=102. 6) 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. „I411114r1q�, ' JER P, .........A. `�� • \,\ F• �i No 22839 90.• Ok50 F ONAI 6?C�s,. Walter P. Rnn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 &.WARNING - Verlty derign paramenwa and READ NOTES ON TNI5 AND INCLUDED MI TEX HEFERENCE PAGE MIb1 I1,rv. 111111153PFOR1111. Design valid trust only win MITeAffi connectors. This design is based only upon pammetem shown, and Is for an individual building component, not La a truss system, Before use, the building designer must very the applicability of design parameters and properly incorporate this design into the omall building design. Bracing Indicated is to prevent bucding W individual truss web andlor chord members any. Additional temporary and permanent bracing Welk' always required for stability And to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,usage, delive, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safefylnrwmatfon Available from Truss Plate leagute, 218 N. Lee Streat. Suite 312, Alexandra, VA 22314, Tampa, Fl Seem Job Truss Truss Type Oty Ply J38874_DANIEL T18911697 J38874-J38874A ZCJI1A Jack -Open i 7 Job Reference (optional) Truss, FL Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 8.330 s Dec 5 2019111 Industries, Inc. Mon Dec 16 09:02:30 2019 2x4 II CSI. DEFL. in (loc) War L/d TC 0.36 Ven(LL) -0.04 5-6 >999 240 BC 0.30 Ven(CT) -0.07 5.6 >956 180 WB 0.03 Horz(CT) -0.00 4 n/a n/a Matnx-AS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.2 REACTIONS. All bearings Mechanical except gt=length) 2=0.8-0, 6=0.8-0. (Ib) - Max Holz 2=217(LC 8) Max Uplift All uplift 100 US or less aljoint(s) 4, 2 except 6=109(LC 8) Max Grav All reactions 2501b or less at joint(s) 4, 5 except 2=285(LC 1), 6=513(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=362/193 Scale = 126,3 PLATES GRIP MT20 244/190 Weight:42 to FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opst h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed fora 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide Will fd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) Of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4, 2 except (A=1b) 6=109. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. PVIER P. .. No 22839 *; :*' irz 1�o,, Walter P, Fine PE No.22839 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa R. 33610 Daw: December 16,2019 &WARNING -Verify design paramenera and READ NOTES ON THIS AND INCLUDED 611 FEK REFERENCE PAGE.NII-7172 rev. IeN312W5 BEFORE USE. Design valid for use onlywilb Selena connectors. This tleslgn is based only upon parameters shown, and Is (Oran Individual bullding component, net RRBB a truss system. Before use, the building designer must vanity Ne applicability of design parameters and properly Incorporate this design Into the overall f buildingdesign. BroclagIndicatedistoprowntbuchlingoflndiAdualtmsswebanWorchoWmembersonly. ALdtllonaltemporaryand permanent braGng MiTek' is always required farstabilily and to prevent cd.one with possible personal Injury and propenI damage. For general guidance regarding the fabrication. starige.delivery, ereclionandbraung oftmssesaMbuassystems, see ANSVIPH quality Crfhda, DSB49 and BCSI Building Component 6904 Parke EgerBNd. smbrylnrgrmallon avagable from TmsS Plata InsNNe, 218 N. Lee Sbeat, Sufte 312. Alexandria, VAM14. Tampa, FL 36610 Job Truss Truss Type Oty Ply J38174_DANIEL T1B911698 J38874-J38874A ZEJ3 Jack -Open 3 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8,330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:38 2019 Page 1 ID:aDt81k7izyZEIHNXgolZXryBIOb-YiRbu2uCsq_DlieTYWrhZyCDN1ZC9VyYXCrMRgy8RNl 2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:12A 3-0-0 LOADING (psQ SPACING- 2-0-0 CSI.EH in (loc) Udell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 .0.00 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 -0.01 4-7 >999 180 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 0.00 2 nla n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIR No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=57/Mechanica1, 2=273/0-8-0, 4=22/Mechanical Max Hoe 2=93(LC 8) Max Uplift 3=-18(LC 8), 2=-134(LC 8) Max Grav 3=57(LC 1), 2=273(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Allforces 250(Ib) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss l0 bearing plate capable of withstanding 100 IS uplift atjoint(s) 3 except (jt=lb) 2=134. \\111111II/1 No 22839 ��.• PF OF :�Q/ .......... Walter P. Rnn PE No.22839 MRek USA. Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R 33610 Data: December 16,2019 ®4.PRRING l'mifyd.11.1parameters and REP O NOTES ON THIS ANOINCLUDED hllTEK REFERENCE PAGE9r0- 7413 rev. I013II015BEFO.4EUSE Design valid or use em,.1 h MTe60connectara. The Masi, is based any upon parameters shown, and is for an indivIdual bullWng component M a truss steel, Before use, are bulging designer must vent' the applicability of design parameters and propery Incorporate Nis design Into are merell ��-��•YYY buildIn9desgn. BracingindiWedistopravenlburklugofNMMduetWssweband/orNaNmembenany AdtlNonallemporaryendpemlanentbreWg MiTek' is ahvaye mqulrad for stability and to prevent collapse wile Passible personal mmy and prupery damage. For general guidance re8ardln9Ina fabrogen, storage. delivery. erection and bracing of Wsses and moss quems, see ANSVTPII Duality Cdttda, DSB49 and SCSI Building Component 6904 Parke East BM1W. Salerylnformadon evallablefrom Truss Plate Innstiute.218 N. Lee Street, Sure 312. Nexandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply T18971fi99 J38874J38874A ZEDS Jack -Open 2 1 �,111174_DANIEIL Job Reference (optional) East Coast Truss, Ft., Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries. Inc. Mon Dec 16 09:02:38 2019 Scale=116.2 5-0-0 LOADING (psf) SPACING- 24f-0 CS1. DEFL. in (fact Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 4-7 ,999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.38 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20177FP12014 Matrix -AS Weight: 191b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=121/Mechanidal, 2=337/0-8-0, 4=54/Mechanical Max Harz 2=124(LC 8) Max Uplift 3=-51(LC 8), 2=-126(LC 8) Max Grav 3=121(LC 1), 2=337(LC 1), 4=86(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.0psf h=17ft; 8=45ft; L=24ft; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf an the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=126, 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. . �. •'t' �'i �\ OENS F '' No 22839 :O' OF •: O R 1 D 4,111111111111, Walter R Finn PE Nu.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Verily AnsignparawoIrrs and READ NOFES ON Gas AND INCLUDEDAUTEh REFERENCE PAGE All47473 ruv. UaV312015 BEFORE USE Design valid mruse onlywn MReMCWnMom. This design is based"upon parameters shown, and isfbr an IMiMual WUELg comp .rc t, nd Not abuse sydem. Before use, the belong designermusivenfythe appfoablNy of design parameters and properly incorporate this design into the mwrzll buildogdeCgn. Bracing indicated is to prevent buckling ofindiNdual Was web andlorNmU members Dory. Mdrional temporary and permanent bracing MiTek' is always required for stability and to prevent WUapse with possible personal iryury and property damage. Forgeneral guidarce mson ilg the fabnoa9on, slemge.defvery,erection andbracing oltmssesand Wsssystems,see ANSMIf Quality CdMda, QS"9 and BCS1 Building Component 6909 Parke East BIW. Sarafylnforreagan available Wm Truss Plate Institute, 218 N. Lee SVeet, Suite 312, AlexandM, VA22314. Tampa, FL 36610 Job Truss Trus Qty Ply J38874_DANIELT18911700 1=-1skS0Tp1:o J3B874-J38874A 21 1 .IDb Referenceinnlinnal\ I use, r'L rlerce. eL aoa90 I 6.330 s Dec 5 2019 NLTek Industries, Inc. Man Dec 16 OB02:39 2019 Page 1 ID:aDS1 k?izyZE1 HNX9olZXryBIOb-0v_60vgd864vrDf5DMw6glFX0kEuyChmsavzHyBRNk Scale=120.2 Plate Offsets (X,Y)— 12:04J-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0,09 4.7 -926 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.22 4-7 >386 180 BCLL 0.0 ' Rep Stress Ina YES VJB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight:25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=182/Mechanice1, 2=410/0-8.0, 4=80/Mechanical Max Horz 2=155(LC 8) Max Uplift 3=-81(LC 8), 2=-128(LC 8) Max Grav 3=182(LC 1), 2=410(LC 1), 4=122(LC 3) FORCES. (Its) - Max.Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. BRACING. TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.OpsY h=17f1; B=450; L=2411; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf an 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. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100111 uplift at joint(s) 3 except Ut=lb) 2=128. 6) This truss design requires that a minimum of 7116" structural mod sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .,����PV4 No 2283Iz 000 OF <4�: �iTt<Si • C O R 1 O P A Wafter P. Finn PE No22839 MITek USA, Inc. R. Cart 6634 6904 Parke East Bind. Tampa R.33610 Date: December 16,2019 ®WARNING- Van1V apelnn pnram^Irc and READ NOTES ON TNIS AND INCLUOED.HBEK REFERENCE PAGEhllbb r�TOY 10'0312015BEFO.PEUSE Design valid true. onywbh MTakOconamaIns. This design is bases only upon parameters shown, and is tr an Individual building component, not [uu[��■■[� ITS a Wne system. Before Use, the building designer must vent' the applicability of design parameters and property moo,male this design into the overall buitdiggdesign. Bracing Indicated is to prevent loadingof lndiAduat Wss web end/or Nrz chord members Only. Mcitionaltemp.ryaMpernmentbrac al MiTek' is always requkbiaco ed far sbay and t.,m.M gapsewiN possiblepersonal injwy and pmpelry ra damage. For general guidanregarding to fabdcagon,storage, delivery, anchor and bracing ofbmssesandbss systems, see ANSgTPlf funny Croton., DSB49 and SCSI Building Component fi9o4 Parke East Bind. Salwylnlormaflms available from Truss Rate Instiluta.218 N. Lee Street, Sude 312, Nerandda, VA22314. Tampa, Ft.a810 Job Truss Truss Type Div Ply DANIEL T18911701 J38874J38874A ZEJ7A Jack -Open 7 t �J38874 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ask = 8,330 s Dec 52019 MiTek Industries, Inc. Mon Dec 16 09.02:39 2019 Pagel ID:aDt61 k?izyZE1 HNX9olZXryBIOb-Ov_60vgdBB4vrDf5DMw691L1'OjvuyChmsavzHyBRNk Scale = 1:18S 7-0D LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Verl(LL) 0.11 3.6 S761 240 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 SC 0.84 Vert(CT) .0.23 3-6 >359 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 22 lb FT=20% LUMBER- TOPCHORD 2x4.SPNo.2 BOT CHORD 2x4 SP No.3 REACTIONS. (go/size) 1=27810-8-0, 2=192/Mechanical, 3=86/Mechanical Max Horz 1=109(LC 8) Max Uplift 1=-24(LC 8), 2=-89(LC 8) Max Grav 1=278(LC 1), 2=192(LC 1), 3=124(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. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=2411; eave=oft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) -This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) 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, ,11111111111181111.. p SER P R 1i No 22839 = 0: ;ice :9 Pg OF : �/: •� 4u .,11115,/0NA1 Walter P- Finn PE No.22839 MITek USA, Inc. EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 As WARNING -Verily Walgn pacneerers and READ NOTES ON THIS Alto INCLUDED MITEN REFERENCE PAGE M114473 re✓. 101OV2015 BEFORE US.E. Design valid for use antl with Mmek® connector. This design is based only upon parameters shown, and Is for an Individual building Component, not � a Was Wilson. Before use, the building designer must verify the appl'mability of design pammeters and properly incorporate this design into the overall buildingdesign. Bracing indicated is to buckling oflialmdual bun web and/or chow members only. Additional lemponry and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse wall possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery, erecllon and orating of trusses and truss systems,see ANSVTP/I dually Cr/fella, DS8419 end SCSI Building Component 6eo4 Parke East Blvd. Seferyinlormsdon available from Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job TNSa Truss Type Oly Ply J38574_DANIEL T18911702 J38874-J38874A ZEJ7B Jack -Open 1 1 Job Reference lDDti0nall east Least Truss, Ft. Pierce, FL 34946 8.330 s Dec 52019 MiTek Industries, Inc. Mon Dec 1609:02:402019 Pagel ID:aDt61k?izyZEIHNXgoVYryBIOb U5YMJjvTORExX?osfxtgeNlUTg3PdPor_4VKSWjy8RNj 5 -0 7-0O 5-0-0 2Z_ 2x4 = 4x4 = 5-0-0 7-0-0 5-0-0 2-0 0 Scale: 314-=1' Plate Offsets (X,Y)— (1:0-1-2,Edgel LOADING (psQ SPACING- 241-0 CSI. DEFL. in (too) Vde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.18 5.8 >475 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.35 5-8 >239 180 BCLL 0.0 ' Rep Stress Ina YES We 0.04 Haz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 241b FT=20% LUMBER. TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=278/0-8-0, 3=58/Mechanical, 4=219/Mechanical Max Hot 1=79(LC 8) Max Uplift 1=-35(LC 8), 3=-30(LC 4), 4=35(LC 8) FORCES. (lb)-Max.Camp./Max. Ten. -Aft forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood 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; Vuft=160mph (3-secend gust) Vasd=124mph; TCDL=6.Ops/; BCDL=6.Opsf h=17ft; B=450; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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. No 22839 � OR1OP'\=��. �',,,S;ONA; Walter P. Rnn PE Nc.22839 MITek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16,2019 WARNING -Verily devyn parameters and READ NOrES ON NHS AND INCWOED MITEK REFERENCE P4GE 5'114J73 rev. 10ION2015 BEFORE USE Design valid for use only wbb MiTeM connectors. This design is based any upon parameters shown, and is for an ldhadval trading component not acmes system. Before use, the building designer must very 0e app5dabi0yofdesign parameters and property Nwryorate Nis deragn ktomeOverall lurking design. Beading indicated is to prevent buckling ofinDfidual truss web andlor rlmM members only. AddNonal lemponeyad permanent dating MiTek' is always regubed for sumitiy antl to prevent cbllapsewdb pos4lle personal injury and property damage. ForgenemI guidance regarding the fabrication, Manage. delivery, eredkn and bmOg d insses and truss systems, see ANSI9Pll gamey Cdreds, OSB49 mdBCS1 Building Component 6904 Parke East BNd. SaPo rtmorrearla0 available from Truss Mine Institute, 218 N. Lee Street Sure 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply J3B874 DANIEL T18911703 J38874-J38874A ZEJ7C Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3.4 II 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02.41 2019 Page 1 ID:aDt6l1k7izyZE1 HNX9olZXryBIOb-yH6kX3w591Mo99N2De00BagciERFMsi DA3029y8RNi Scale=1:18.9 Plate Offsets (X,Y)— 11:0-2-0,0-0-111 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) 0.08 4-7 -918 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.16 4-7 >480 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hoa(CT) 0.03 1 n/a me BCDL 10.0 Code FBC2017rrP12014 Matnx-AS Weight: 24 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4 SP No.3 BOTCHORD SLIDER Left 2x4 SP No.3-H 2-6.0 REACTIONS. All bearings 6-4-0 except Ul=length) 3=Mechanical, 3=Mechanical. (lb)- Max Horz 1=98(LC 8) Max Uplift All uplift 100111 or less atjoint(s) 1, 3 Max Grav All reactions 25011, or less at joint(s) 3, 3, 4 except 1=252(LC 1), 1=252(LC 1) FORCES. (Ib) - Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-421/54 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.0psf; h=17ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed fora live load of 20.0psf an 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Jol,,�-�eR rP,F/ -, EN& No 22839 .S :O;• %`%, Walter P, Ann PE No.22839 MITek USA, Inc. A. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: December 16,2019 ®'NARNING Verify design paramelins antl READ NOTES Oil WS AND INCLUOEDd11IEK REFERENCE PAGE b'1IdU1 lev. 1SX12015 BEFORE USE. Ded, valid for use onlywbn MRek®wnnectors. We devgn Is based only upon parameters shown, and Is Loran imoredual builGng component, not a bass system, Berard use. me budding desgnermust vedyme applicability otdesign pammeters and properly incorporate Nis design untothe merLi �• buildingdoegn. Bracing indxard! is to prevent buckingof mdrodial Russ web andior chord members only. Additional temporary and pennaneld bracing " 11e !Tek' is always required for sabiiy and to provenl waapse with passible personal injury and pmpeM damage. Far general guiCawe regarding the fabrication. storage,serving. eme ion and tracer, ofmusses aid truss systems,see ANSUFP110vafify Criteria, DSB49 and BCS1 Building Component 6904 Parke East Bid. Salebylnloneanon available tram Tmss Plate Insigure, 218 N. Lee sired, Suite 312, Alexandria, VA 2231C Tampa, FL 36610 Jab Truss Truss Type Oty Ply=J38874LT18911704 J38874-J38874A ZEJ7H Jack -Open 5 (optional) East Coast Truss, Ft. Pierce, FL 34946 axe = 8.330 s Dec 5 2019 MiTek Industries, Inc. Man Dec 16 09:02:41 2019 Page 1 ID:aDt6lk1izyZE1HNX9o17.XryBIOb-yH6kX3w591Mo99N2De00BagglEOnMsi DA3029y8RNi 2.40 2-e4 7-0-0 2. 5 Z 44-8 t Scale =1:20 2 Plate Offsets (X,Y)— 13:0-1-2,0-0-111 LOADING (pi SPACING. 2-0-0 CSI. DEFL. in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.12 6 >670 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Ved(CT) -0.27 6 te305 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) 0.10 5 We n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 26111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/sae) 4=173/Mechanica1, 2=417/0-8-0, 5=92/Mechanical Maxi 2=155(LC 8) Max Uplift 4=-67(LC 8), 2=-124(LC 8) Max Grav 4=173(LC 1), 2= 17(LC 1), 5=118(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 2=124. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. E N 3'�' roe' ea No 22839 we *; :*' �t OF : : lie Walter P. Flnn PE No.22839 MiTek USA, Inc. FL Cart 68M 6904 Padre East Blvd. Tampa FL 33610 Date: December 16,2019 ®WARNING -Vandy Oeeigh paran,etrrs and READ NOTES ON THIS ANO INCLUDED All TEK REFERENCE PA GE.VI1-7473 rev. 10,03/2015 BEFORE USE. Design valid for use only was MiTekss roams hi. This design Is based only upon parameters shown, and Is for an IndlNduai building component, not a truss snare. B.e. use, the building designer must verify the applicability of design parameters and prepedy tncoryorate this design into the overall building design. Bring Indicated is to permed buckling of Individual truss web andlor chord members only. Additional temporary and pennanend bradng MiTek' is always required far stabiliyand to prevent tartan with passible personal injury and property damage. Forgenealguldanceregardingthe fabrication. storage.delivery. eresron and bash, of musses and truss quell see ANSVTPI1 Quality Cni OSM9 andBCV Building Component set Parke East BM. Schuylefensavion movable from Times Hate lndGute,218 N. Lee gums, Suite 312, Neeandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply J38874_DAME L T18911705 J38874-J38874A [was Jack-Open 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries. Inc. Mon Dee 16 09:02:37 2019 Scale = 1:30.e 3x4 = .— I. LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Sbesslna YES Code FBC20177rP12014 CSI. TC 0.51 BC 0.50 WB 0.07 Matrix -AS DEFL. in Veft(LL) -0.11 Ven(CT) -0.21 Horz(CT) -oDo (roc) Vde0 L/d 7-8 ,846 240 7-8 >430 180 5 Na Na PLATES GRIP MT20 2441190 Weight: 541b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP N1.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N1.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2'Except' 4-7: 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 8=0-8-0. (lb)- Max HOM 2=244(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 2 except 6=126(LC 8). 8=-13B(LC 8) Max Grav All reactions 250 M or less at joint(s) 5, 6 except 2=256(LC 1). 8=640(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. WEBS 3.8=437/204 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf; h=17tt; B=45fi; L=24ft; eave=4d; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) truss to truss connections. rconnection 5) Provide mechanical (by others) truss to bearing plate capable of withstanding 100lb uplift atjoinl(s) 2 except 6t=1b) 6=126,8=138. �00 JSR a.. - 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,%''``?,V ,. N S'• ti �i� sheetrock be applied directly to the bottom chord. �� V lC'•, �� No 22839 ' *; ;*aw 0: ! OF :�U44/: lop Walter P-Rnn PE N022839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa A. 33610 Data: December 16,2019 ®WARNING -Verily Design Paarn.. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE .1114] gl.ev. 1OV31015 BEFORE USE sesses Design valid for use onlywMl MTeMcca nWors. Thu design Is based only upon parameters shown, and is for an individual bunting mmponeM Put ME a truss system. Before use. the building designer must verify Ne appgwbibuy of design parameters and properly incorporate Nis design Into the overall buiWingdesign. Bracing Indicated is to prevent bucking of lndwidval mass web and/or chord members only. Additional temporary and Nummem bracing MiTek' is Wways mciulred for staN4 and to prevent cogapse wain pgsMWe personal Injury and property damage. Far general guidance regarding the fabrication. storage, delivery. aredion and bracim Mbusses and truss syMs..,sea ANSV711Q..W Cmeda, OSB49 and BCS/ Bulld/ng Compared 6904 Parke East BIM. Sayeyfnfomumon available from Truss Plata InsMate, 210 N. Lee Street. Sude 31Z Nesendria. VA 22J14 Tampa, FL 36510 Job Truss Truss Type Oty Ply J38874 DANIEL T18971706 J38874.J38874A ZHJ5 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL M946 8.330 s Dec 52019 MiTek Industries, Inc. Man Dec 1609:02:43 2019 Page 1 ID:aDt61 k?izyZE 1 HN%9olZXryBIOb-vgEUzlyLhMCWOTWRK3RsG?wO_2AHgmiHgTY762y8RNg -2-0-0 3-49 6-0B 7-0.2 3-49 24-s-12 0-7-12 2x4 = 2x4 = 7A-2 7-0-2 Scale=1:16.9 Plate Offsets (X,Y)- [2:Edge,0.0.61 LOADING (par) SPACING. 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 VerTLL) -0.10 6.9 >868 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 VerUCT) -0.19 6-9 >440 180 BCLL 0.0 ' Rep Stress Inv NO We 0.03 Horz(CT) 0.00 2 Iva n/a BCDL 10.0 Code FSC2017/rP12014 Matrix -MP Weight: 27lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=-0/Mechanica1, 2=409/0-10-15, 5=190/Mechanical Max Harz 4=.336(LC 3), 2=336(LC 3) Max Uplift 2=-157(LC 8), 5=73(LC 8) Max Grav 2=448(LC 28), 5=190(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-364/0, 3-0=325/0 BRACING. TOPCHORD Structural mod sheathing directly applied or 6.041ec 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=6.Dpsf BCDL=6.Opsf h=17ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will 6t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5 except (jt=lb) 2=157, 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"0.25") toe -nails per NDS guldlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads UxQ Vert: 1-4-60. 5-7=20 Concentrated Loads (Ile) Vert: 11=71(F=36, B=36) 12=3(F=1, B=1) `IIIIIIII111/�/j, IeR P i No 22839 :sill: OF �icC •COR��P'•���C` .�0,,s`S/O N AI Walter P. Finn PE No.22839 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R.33610 Date: December 16,2019 AWARNINO -V-1, 1es9n parmnams a., RCAO NOTES ON THIS ANO INCLUDED MREK REFERENCE ➢AGE NII 7473 rev. 10 V32015 BEFORE USE. Design said or use any with MTeMoorneciors. This design is based only upon parameters shown, and is for an indMdual buedieg Component net Eva a truss system. Belem use, the buiding designer must vents the applicability of design parameters and properly hourpu ffie Nis design dto 0e owned building design. 8recupindicatedisto,weerbuddag ofgdMdualmessweb arrdlorchordmembers only. Addionallempofaryand pesmanerrtbracing WOW is aNraya required for stabile, and to prewrd wR.,wvdis possible personal injury and properly damage. Fergeneralguldarearegmemgme fabrication. Storage, deWer/. erection and bracing of trusses and "as Systems, we ANSM11 Quality CrRerla, DSB49 and BCSd Building Component 6904 Parke East Blsd. Saletylnformarlon available ham Truss Plata Imodute, 218 N. Lee Street Sure 312, Nexandrla, VA 22314. Tampa, FL Sell Job Truss Truss Type city Ply J38874_DAN15 T18911707 J38874-J38874A ZHJ7 Diagonal Hip Girder 7 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:44 2019 Page 1 I0:aDt61 k?izyZE1 HNX9olZXryBIOb-Nsos95yzSgkNOd5duny5pDS88RRTZ8POV7Igfuy8RNf -2-9-15 5-2-9 &b5 9 10.1 2-415 5-2-9 3.11-II I a 3x6 II Scale =1:23.2 9-10.1 52-9 42S a9�] 5-25 ]41-02 0.7J0 -9 Plate Offsets (X V)— (2'0-1-0 Edgel LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.19 7-10 o,633 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) .0.38 7-10 -308 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 H0a(CT) 0.01 6 Am n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 44 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=384/Mechanica1, 2=552/0-10-15, 6=57/Mechanical Max Hoa 2=156(LC 8) Max Uplift 2=-239(LC 8), 6=178(LC 8) Max Grav 5=534(LC 3). 2=552(LC 1). 6=59(LC 17) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-719/87 BOTCHORD 2-7=-141/675 WEBS 4-7=0/581, 3-7=-723/151 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf, BCDL=6.Opsf h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at IGlnhs) except (t=1b) 2=239,6=178. 6) "NAILED" indicates 3-11 (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guldlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 12=-68(F=-34,B=-34)13=71(F=36,B=36)14=3(F=1,B=1)15=-49(F=-25,.B=-25) No 22839 *; .* O: a� :9 Tq OF :4/Z � ♦♦ ,iO�tCS O R P �jN Walter P. Finn PE No.22839 MiTek USq Inc. R. Cert%M 6904 Parke East Blvd. Tampa EL 33610 Date: December 16,2019 &WARNI.NG - And, tlesign parameters and READ NOTES ON THIS AND INCLUDED MI EX REFERENCE AA BE AIII-7113 rov. 10,0312015 BEFORE USE. wwww Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and Is for an individual building component, not M1 a miss System. Before use, the building designer must verify the applicability of design parameters and properly lncoryorat0 this design into the overall buildingdesign. Bringing indicated is to buckling of indamdual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevenl collapse with possible personal iryury and property damage. Forgeneralguldanmregamingttte fabrication, storage, delivery.Section and bracing of trusses and truss systems. see ANSUIPll dueNy Canada, DS849 and SCSI Building Component 6904 Parke East Blvd. SaleylnformeNon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aleundria, VAMUL Tampa. FL 36610 Job Truss Truss Type Dly PIy=ptional) J38B74J38874A ZHJ7A Diagonal Hip Girder 1 East Coast Truss, R. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:45 2019 1x4 II Scale: l2-=l' NAILED 9-10-1 Jd-0 36b 6-T-6 9.2-5 346 d« iil 2-t1-0 2A-12 a7.2 n Plate Offsets (X,Y)— 12:0-3-12,D-1-81. (2:0-1-2,1-4-71, 13:0.1-14 0-1-121 LOADING (part SPACING- 2-D-0 CSI. DEFL. in (IDc) Well L/d PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.73 VerhU-) -0.19 10 >624 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.26 BC 0.87 Vert(CT) -0.41 10 >288 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.29 Ham(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 4416 FT=20% LUMBER - TOP CHORD 2x4 SP 270OF 2.2E BOT CHORD 2x4 SP No.2'Except' 3-11: 2x4 SP No.3, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=258/Mechanical, 2=57610-10-15, 7=205/1kilechanical Max Holz 2=156(LC 8) Max Uplift 6=17(LC 8), 2=-220(LC 8). 7=-27(LC 8) FORCES. (lb) - Max. Comp./Max. Teo..- All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-34910, 3-4=1264/36 BOTCHORD 3-11=-13/392, 3-9=85/1224,8-9=-85/1226 WEBS 4-9=01370, 4-8=1329/92, 5-8=0/290 BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=17ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCp1=0.1$ MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0p df on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 2=220. 6) "NAILED" indicates 3-10d (0.148'X3") or 2-12d (0.14"3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-fi=60, 11-12=-20, 10-11=-20, 3-7=-20 Concentrated Loads (lb) Vert: 15cu24(F=-12, B=-12) 16=-47(F=-23, B=-23) 17=71(F=36, B=36) 18=80(F=40, B=-40) No 22839 . A F )4U P At fill I Walter P. Flnn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tempa R. 33610 Date: December 16,2019 ®WARNING -Verify Yeslgn parameters and READ NOTES ON WE AND INCLUDED AIITEK REFERENCE PACE h1114473 rnv. 101312015 BEFORE USE. Design valid for use any with MneleDconnectors. This design Is based only upon parameters shaven, and Is for an individual building component, not a Voss system. Before use, the building designer must early the applicability of design parameters and properly Incorporate Nis design into the overall buildingdesill Bracing indicated is to prevent buoying of lnclAdual truss web snorer chord members only. Additional temporary and pemmnent bracing MiTeW is always required for stabildy and to prevent collapse with possible personal injury and property damage. Forgenarelguidanceregardingthe fabdcallon, storage. deal% erection and bradng cree es and "as systems, we ANSVlPIi Duality Canada, DSB49ead 8=1 Barrel Component Saferylnlormadon 6904 Parke East BNd. available tram Truss Plate tritium, 218 N. Lee S reel, Suite 31Z AJestandra, VA MIA. Tampa. FL 36510 Job Truss Truss Type Dty Ply J38874 DANIEL T18911709 J38874-J38874A ZHJ13 Diagonal Hip Girder 1 1 Job Reference (optional) n rr. rierce, FL.wrao It 43u s Dee b ZU19 Mffek Industries, Inc. Mon Dec 16 09.02:42 2019 Page 1 I D:aDt6l k7izyZE1 HNX9ol7-XryBWb-RTg6kPxiw3UrmJxEnMvdioNgseoX5978SgpZaby8RNh 509 -2-0-0 0.2-6 4-215 7LL2 12d1 17�& 2L-0 9-DB 0 -7 1-11.8 Sd-2 LEE? 1)- 63 0-910 tx4 3.64 12 7 ...."'" 2.4 11 64v WO = nniLou axe = NAILED Special NAILED NAILED Special Special NAILED NAILED 4-2-15 3-11-5 4 - 647 h2 12AA 1A8-3 17-1 3.11-5 0 2.34 5-1 - 5-0 0 0. Scale = 1:37.3 Plate Offsets(X,Y)- 111:a3-80.1-81 (13:0-2-40-3.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(-L) 0.04 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.69 Horz(CT) .0.02 10 Na Ida BCDL 10.0 Code FRC2017rTP12014 Matrix -MS Weight: 1111b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 1-5: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4A3: 2x8 SP DSS, 4-11: 2x4 SP No.2 REACTIONS. (lb/size) 13=2963/0.11-5, 10=365/Mechanical Mu Horz 13=233(LC 8) Max Uplift 13=1148(LC 8). 10=-40(LC 5) Max Grav 13=2963(LC 1). 10=412(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All farces 250 111) or less except when shown. TOP CHORD 2-3=-1006/1806, 34=1544/3177, 4-6=416/205 BOT CHORD 2-14=-1699/1021, 13-14=1699/1021, 11-13=-3014/1333, 10.11=141/280 WEBS 4-13=-2267/945,4-11=-122313072,6-11=-713/501,6-10=-340/171, 3-14=3331793, 3-13=-1435/594 Structural wood sheathing directly applied or 4-11-15 oc purlins. Rigid ceiling directly applied or4-0-12 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsh BCDL=6.OpsY h=17ft; B=4511; L=2411; eave=4ff; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr ant with any other live loads. 3) ' This truss has been designed for a live load of 20.01 an the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) 10 except Qt=lb) 13=1148. 6) "NAILED" indicates 3-1 Od (0.148"z3") or 2-12d (0.148"x3.25') tee -nails per NOS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 318 IS down and 156 Ib up at 4-2-15, and 318 Its down and 156 IS up at 4-2-15 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incinease=1.25 Uniform Loads fill) Vert: 1-8=60, 2-9=20 No 22839 :0:AT41R OF :�BJ` COflIOP: �Z,�` Walter P. HIM PE No22839 MlTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 16.2019 e &WARNING -Waty tlesign parameters and READ NOTES ON "i AND INCLUDED MITEK REFERENCE PAGE UNI 7473 rev. NI02IN15 BEFORE USE. saaaa Design salt tar useonrywMMRek®g This tlesigna..sect Doty upon Dammmers shorn, antl is Ewan Intlivbual WJ4ug comporent,nd �**e�1 e designer intotheoverall BBmcngUse, meedlaig pammetemers propeM Nconal web -•Y� iWingdesigass bullings eepneracinglndi revenernt uading ffymeaual Bassander orary and to temporary pemtanembradny cpor4memmage..r MiTek' Is alloayarequlretlfor maelry, and to cing generalultanaryand and prevent wqupdingIN dh possible personwebuiy an property damage. general the cis systemal suryantl tlelivery,etedi and otrasse sate Quality S9 9andB ANSVAM14allty Crlrede, OBBA9 antlaCal Building Component falidylaseradi bracing afute,21 6904 Ea6laNtl. on Lee Street, Suisee aaktylnrormmlon available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312 Plexantlda, VA 22314. Truss N. Tamps.PerneFL Tampa, FL 36610 Job Truss Truss Type City Ply J38814_DANIEL T78971709 J38874-J38874A ZHJ13 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 16 09:02:42 2019 Page 2 ID:aDt61 k7izyZE1HN%9olZ%ryBIO?RTg6kPxjw3UfmJxEnMvdjoNgseo%5978SgpZaby8RNh LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=-19(F=31, B=50) 4=-34(B) 14=637(F=318, B=318) 16=325(1`=162, B=162) 17=-64(F=31, B=95) 18=156(F=-1, 8=155) 19=-57(F) 20=73(F=1, B=74) 21=.417(F=-18, B=-399) ®'YARNING Yerilp tlz.rQn Odrameters antl READ NO rfs ON TMS AND INCLURED&IITEKREFERENCEPAGE.1'Ih1470re, IP031015 BEFORE USE Design valid Mr uae oalywin MiTek e Wanness. This design is based only Won parameters shown, and is for an Individual Whig component, not ��, a truss system.Before use, ma Wilding designer must vent, the applkabilly, of design parameters and propertyincemorzte this design into the overall ��-��a buildingdesiga. Bracing indicated isle prevent Welding oflndiWdual truss web andlar NOld members only. Accohnaltemporaryandpennaneatbracmg MiTek' Is always required ror stahiltly and to prevent collapse won possible personal injury and property damage. For general guidable regaking the fabrication. Storage, degvery, erection and bracing of trusses and Was systems, see ANSUTPH Quality Cafetla, DSB49 and East Building Component 6904 Pada East BNd. Sarefylnformapod available from Truss Plate InstBNe. 218 N. Lee Shest, sum 312. Alexandria, VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION —►�llL'�I14-1 3r4�\�" 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. 0-11fi r For 4 x 2 orientation, locate 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 the symbol shown and/or by text th in e bracing section of the output. Use T or 1 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. Numbering System I I dimensions shown in ixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 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 mim MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for buss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss 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 truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes Imsses will be suitably protected from the environment in accord with ANSUTPI 1. 8. 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 with fire retardant, preservative treated, or green lumber. 10. Camber is a non-slrucluml 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 pudins 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 truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. 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.