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C EB IU � () > - cc q BRADEN 6 BRADEN, A. I. A., P. A. C.L. ® Q architects & nt Tanners � (11 U®LU0, 417 COCONUT AVENUE, STUART, FLORIDA 3499B LU TELEPHONE: (772) 297-925S FAX (772) 267-e223 ®® 3-12-20 #AAC-000032 LIJ q® UJ cl 4S P WYNNE DEVELOPMENT C/) PERMIT #: ADDRESS:'\, To whom it mag concern, Please note this is the typical footing for this project in lieu of what is shown on the plans. If you have an questions please feel free to call me 172—(�27-8258. tt5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell at bar t. (noicexceed sinter Max. shallt Wood 48" unless otherwise noted see foundation plan notes for D4raden AIA Base spacing at openings Braden @ Braden AIA PA 4" concrete slab with fibermesh OR 61'x0 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade _ —� I I 1 I 1 I I I� 14"w x 18"d Concrete footing —IIII I i with (2) 45 bars cont. and tt5 14" _ transverse bars at 48" o.c. TYPCIAL FOOTING DETAIL nts BRADEN A BRADEN. A. I. A.. P. A. S2 rcbdeCP.S & 'Planners 417 COCONUT AVENUE, STUART, FLORIDA 34996 TELEPHONE: C7721 267-B2ES FAX (7721 287-6263 #AAO-000032 WYNNE DEVELOPMENT PERMIT #: ADDRESS: To whom it may concern. Please note this is the typical footing for this project in lieu of what is shown on the Oars. If you have an qquestions please feel tree to call me ��2 281-8258. #5 bar cont. in Sin e2 Braden AIA Brad n e Braden AIA PA Grade Curb height Verify based on foundation plan TYPCIAL W Z Z <_ U. -A 00.00 LM® 3-12-20 LJ In �0y 0 � V/ 45 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vx(" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Illlllllllllllllll�ll�i�ll�l,. —IIII III III i III-IIII-1 I �- 14"w x 18"d Concrete footing with (2) #5 bars cont, and #5 14° transverse bars at 48" o.c. ARAGE FOOTING DETAIL nts BBraden & Braden, AIA, PA ALP Y"#AAC000032 417 Coconut Ave. Stuart, FL 34996•(772) 287-8258 St. Lucie County Building Dept. Wgnne Development Date: Address: Permit #: To whom it mag concern, This detail applies to the insulation Ir the ends of the vaulted ceilings. If . you have any questions please feel free to call me at -1-12-28-1-8258 R-19 StncV D nt I R. Braden AIA Braden t Braden AIA PA Trusses at 24" o.c. ee shop drawings bg others ceiling transition 4� !dad using metal studs 'erifg exact configuration ces L1� � ®'U ��LU IL) W0C3m w�"� M0 CJ R-30 Batts —19 batts Drywall ceding see typical section Ceiling transition Insulation Detail nts RE: M11323 MITek USA, Inc. M11323 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYN NNE DEVELOPEMENT CORP Project Name: M11323 Lot/Block: Model: M11323 Address: N/A Subdivision: City: PORT ST LUCIE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MITek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T16686477 a 4/3/2019 2 T16686478 a5 4/3/2019 3 T166864 a6 4l3/2019 4 T16686480 80 a7 4/3/2019 FILE COPY 5 T16686481 a8 4/3/2019 6 T16686482 a9 4/3/2019 7 T16686483 gra 4/3/2019 8 T16686484 grb 4/3/2019 9 T16686485 j2 4/3/2019 10 T16686486 j4 4/3/2019 11 T16686487 j6 4/3/2019 12 T16686488 j8 4/3/2019 13 T16686489 kj8 4/3/2019 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC The truss drawing(s) referenced above have been prepared by MiTekUSA, Inc under my direct supervision based on the parameters provided by Chambers Truss. `,,�p3r4FF��bq�i ♦♦♦ �'� SR P. Truss Design Engineer's Name: Finn, Walter X G E Ng*-. k My license renewal date for the state of Florida is February 28, 2021. ♦♦♦♦ • ♦ v F '• '. Florida COA: 6634 No 22839 •• IMPORTANT NOTE: The seal on these truss component designs is a certification * = that the engineer named is licensed in the jurisdietion(s) identified and that the "o ' designs comply with ANSIfrPl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included Is for MITek customers file reference purpose only, and was not taken into account in the preparation of A 'i��'•. p R t O P' \��♦ ����,SS,ONA these designs. MiTek has not dently verified the applicabilityof the design �`�♦ Before building a9ronnpacuularbuilding. � d verify of design properly ry incorporate the designs into the overall building design per ANSI/rPl 1, Chapter 2. Walter P. Finn PE No.22839 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 April 03, 2019 1 of 1 Finn, Walter Job Truss Truss Type Ply T16686477 M11323 A COMMON �Qty 9 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:09 2019 �1 d 4.00 12 4x5 = 27 Scale = 1:57.8 Iv 15 14 - 12 3x6 = 2.3 II 4x6 3x8 = 3x8 = 4.6 2.3 II 3.6 = N8-7 -13 12-4-13 21-7-3 VA 3 340-0 -13 69-0 e-2-7 5-9-0 17-13 I)� Plate Offsets (X Y)— [2:0-0-2 Edoel r10:0-0-2 Edge] LOADING (ps() SPACING. 2-0-0 CHI. DEFL. in (too) /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC, 0.58 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 Rep Stress ]nor YES WB 0.65 Horz(CT) 0.12 10 r1a n/a BCDL 10.0 Code FBC20171TPI2014 Malnx-MS Weight: 163 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purling. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. REACTIONS. (Ib/size) 2=1362/0-8-0, 10=1362/04I-0 Max Horz 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3419/2395, 3-5=-2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=-2771/2031, 9-10=-3419/2395 BOT CHORD 2-17=-2132/3213, 15-17=-2132/3213, 14-15=1269/2000, 12-14=-2132/3213, 10-12=-213213213 WEBS 6-14=-635/983, 7-14=-313/362, 9-14=-689/499,6-15=-635/983, 5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14tt; B=52ft; L=348; eave=6ft; Cat. II; Hap C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2)-1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Extedor(2)13-7-3 to 20-0-13. Intenor(1) 20.4-13 to 31-7-3. Extenor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=832,10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 471b up at 15-0-0, and 50 lb down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads (lb) Vert: 26=-50(F)27=-50(F) Walter P. Finn PE No.22839, MiTak USA, Inc. FL Can 6034 '9904 Parka East Blvd. Tampa FL 33610 -Data: April 3,2019 -AWARMNG-V 'ydaslgnpmameferserMREADNOMS ON MMMD INCLUDED MITENt RENCEPAGEMB-7473rev..1a9Y20158ITORE USE sesses Design valid for use only with MiTeWconnectors. 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 seat' Ne applicability of design parameters and propedy Incorporate he design Into fine oveall builaingdesign. Brocing Indicatedl Is to prevent buckling offirefivicual Mw amb al chord! momidere only. AdditionaltempararyaMpemamntbaung MiTek' Is always required for stabiliy and to prevent collapse with passible personal injury and property damage. For general guidance regarding the a retell storage, all motionaM bating of Mass and Was systems. see ANSKPll Ouelly criteria, DSB49and BCSI Building Component Best. 6904 ParnastB a e kEstB Safeyhoormstion availablerram Tmss PWte institute,218N.Lee Sb 1,Suite312,Alexandda,VA22314. Tempe, Job Truss Truss Type Oty Ply T16686478 M11323 A5 SPECIAL 9 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:10 2019 Page 1 I D:2GIScwwyYShnGhXVARzUkuyuFUM-CalvVla8nlW sr5N81APbyNYM7kNdYlrg8dPaM7zUSgx q-o-o 7-&5 1 10-Fi-4 I 17-1-0 1 20-0-8 ] 26-0-0 I 34.0.0 5 m 7 -1 - 2-9-15 &6-12 611-8 7-&0 -0-0 �1 d 5x81VIf18HS 11 4.00 12 Scale=1:59.8 13 12 502 = 2x3 II 3x6 = 302 = 2.00 12 Plate OHsets(X,Y)— 12:0-1-15,Edge],[4:0-3-0,Edgel,f10:0-0-6,Edge] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/FPI2014 Matrix -MS Weight 155 lb FT= 0 LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purling. BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1312/0-8-0, 10=1312/0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-5529/3776, 3.5=-5164/3538, 5-8=-5209/3667, 6-7=-2424/1902, 7-9=-2462/1813, 9-10=-3195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 WEBS 3-14=-355/314, 5-14=-293/354, 6-14=-2175/3326,6-13=279/534, 7-13=-237/277, 9-13=-786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; save=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterjor(2)-1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3. Exterior(2)13-7-3 to 20-6-4, Interior(l) 20-6-4 to 31-7-3, Exterior(2) 31-7-3 to 35-0.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tll between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers pamllel to grain value using ANSI7rPl 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 atjoint(s) except 0I=11b) 2=803, 10=803. Walter P. Finn PE No22939. MiTek USA, [me. FL Cart 6634 '6904 Parke East Blvd. Tampa FL 33810 Dade: April 3,2019 QWARNING-Ve ydedgnyammat BWREADNO7 CNTIWANDINCLUDEDM7TEKREFERENCEPAGEMgJa3mv. 16'103/2015BEFOREUSIE Design valid far use only with MiTek® cannedore. This design Is based only upon parameters shown, and Is for an Individual building component, not Et a truss system. Before use, the building designer must verify the applkalrly of design parameters and properly Incorporate this design Into the overall building design. among Indicated is to prevent bucking of Individual truss web antler chord members only. Additional temporary and permanent leading MiTek- Is always mgulmd for stability and to prevent collapse wlth possible personal Injury and property damage. For general guldence regarding the fabrication, storage. delivery. mostbn and among oftrusees and truss systems, we ANSgIPIt Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Soleylnbrmef/en available from Truss Plate lnwtute,218 N.Lee Street, Suite 312,AIaundria,VA22314. Tampa,FL WGID Job Truss Truss Type Ply T16686479 M11323 A6 SPECIAL �Cfty 1 1 �M11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries. Inc. Wed Aor 3 10:14:11 2019 it 6z10 MT18HS = 4.00 12 5z6 = 5z6 = 2.3 II axis 3z12 = 2.00 12 10-0-4 15 0-0 18-0- 20-0-8 25-11-15 34-0-0 10-8-0 I 45-1�0-0� 4. - s-7a 80-1 Scale=1:61.9 Plate Offsets (X,Y)- 12:0-1-15,Edgel, 13:0-3-O,Edgel. [5:0-5-0 0-1-13] f7:0-2-7 Edgel f9:0-0-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(ILL) 0.69 14 >590 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(CT) -0.92 14-17 >443 240 MT18HS 2441190 BCLL 0.0 Rep Stress lncr YES WE 0.86 Horz(CT) 0.34 9 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 157 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 *Except* 3-5,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3•Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=131210-8-0 Max Hom 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc putting. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5=-5095/3071, 5-6=2314/1551, 6-8=-2398/1533, 8-9=-3199/1981 BOT CHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=-1731/3001, 9-11=-1731/3001 WEBS 4-14=-492/513, 5-14=-1707/2959, 5-13=-405/196,6-13=-179/522, 8-12=-893/660, 8-11=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf: BCDL=3.Ops1; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-4-13, Interior(1) 24-13 to 31-7-3, Extenor(2) 31-7-3 to 35-0-0zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=803, 9=803. WalterP. Finn PE N023839. MiTek USA, Inc. FL Cart 6634 'fill Parke East Blvd. Tampa FL33610 Data: April 3,2019 •QWARNING-Vedrydesrgnpa2mere READNOTESONT3115ANDINUUDEDMRENREFFRENCEPAGEM&74r3rev. iBMYM1581sFOREUSE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a muss system. Before use, the building designer must venfy Ne applicability of design parameters and properly incomonde this design into the overall bugdia,design, going Indicated is to prevent buckiirg of individual truss web and/or drord members only. Addillonal tempary mand permanent bracing MiTek_ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabdrUon,storage,delivery,eredbnaMbmctngofb wseM=sssystems,see ANSI/TPII Quality Crieda, DSB-99 and BCSI Building Component 6904 Peter East Blvd. Soli ylnfarmafion avagade 6om Truss Piate Insulate, 2le N. Lee Street,Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T76fi88480 M11323 A7 SPECIAL 1 1 �IVI11323 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14A22019 Page 1 ID: WSJgpGwalPpeur6hkgU)G5yuFUL.9zOfwRcOJUma4PXW gbR3l odjxX3306w7bxug04zUSgv 1-0-0 8-10-10 14-0-0 20-0-0 25-71-75 2 -0 5-0 -0-0 8-10-10 5-7-6 6-0-0 5-11-15 No -0-0 Scale=1:60.8 5x8 = A nn 5x6 = 5x12 = 2x3 II 3.6 = 302 = 2.00 12 10-8.4 10-&4 -4-8 2111.715 7350 0I -4-0-0 8-0-1 Plate Offsets (X,Y)-- (2:0-1-15 Edge] (4:0-4-0 0-2-3] r7:0-0-2 Edge] LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TIC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.10 10-11 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WE 0.95 Holz(CT) 0.34 7 me Are BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 1471b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except' 4-11: 2x4 SP M 30 REACTIONS. (lb/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Harz 2=-149(LC 8) Max Uplift 2=-803(LC 10), 7=-803(LC 10) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5484/3370, 3-4--5116/3126, 4-5=-2229/1544, 5-6=-2448/1599, 6-7=-3169/1993 BOT CHORD 2-11=-3071/5219, 10-11=-159012874, 9-10=-1738/2968, 7-9=-1738/2968 WEBS 3-11=-419/443,4-11=-1466/2647,4-10=-812/448, 5-10=205/487, 6-10=-785/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24-13, Intedor(1) 2-4-13 to 31-73, Extedor(2) 31-7-3 to 35-0-0zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrenl with any other live loads. 6) ' This buss 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) Bearing at jo]nl(s) 2 considers parallel to grain value using ANSli I angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinl(s) except (jt=lb) 2=803,7=803. Walter P. Finn PE 110.22839. 6BTak USA, Inc. FL Cart 6634 '6904 Parke East Blvd. Tampa R.33610 Date: April 3,2019 - QWARMNG-Verify design Parameters and READ NOTES ON INIS AND INCLUDED MNEN REFERENCE PAGEMV-74M me, 10A032015 BEFORE USE ' Design valid for use only with MiTek®comedom. This design Is based only upon paremetem shown, and is for an Individual building component, not e buss system. Before use, the building designer must vent' be applicability of design parameters and Poperly Incorpore@ Nis design Into be overall buildogdesign. BmdngiMicatadiatopreventbucklirgofinOvidualV swebandlarchodmembemonty. MalloonalumporaryerWpermanentbrecing MiTek_ Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - hbdgtion. starege. tlelNery,eredbn antl bmWgo(trusses end buss systems, see ANSM11 Ouagty cured., DS849and BCS1 Building Componanl 690,1 Parke East Blvd. Safefylnbmreeon available from Tmss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply M11323 T766B6481 M11323 AS SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:13 2019 U12 4.W 12 2.00 12 5.6 = 3x4 = 4 21 5 2x3 II 5.8 = 6 22 7 a 12 11 5x12 = 3x4 = 10-&4 20-4-8 22-0-0 34-0.0 1084 9.101 1-]A 12h0 45 = Scale=1:60.6 4 d Plate Offsets (X Y)— j2:0-1-15 Edael 17:0-5-8 0-2-8j LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.0812-13 >379 240 MTi8H5 2441190 BCLL 0.0 Rep Stress lncr YES WB 0.69 Horz(CT) 0.33 9 Will Na BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight 154 lb FT= 0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (Ib)-Max.Camp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-548813444, 3-4=-5117/3183, 4.5=-3911/2497, 5-0=-2576/1770, 6-7=-2586/1779, 7-8=-266311762, 8-9=-3021/1971 BOT CHORD 2-13=3143/5224, 12-13=-195613292, 11-12=1369/2481, 9-11 =-1 705/2827 WEBS 3-13=396/420,4-13=-1028/1721, 5-13=-300/797, 5-12=-894/601, 6-12=-265/263, 7-12=-294/391, 7-11=-374/691, 8-11=-535/502 Structural wood sheathing directly applied or 2-2-0 oc purilns. Rigid ceiling directly applied or3-11-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=165mph (3-second gust) Vasd=128ri TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=521t; L=34ft; eave=6ft; Cat. II; Exp Q Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) -1-D-0 to 2-4-13, Intedor(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates ere 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.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) Bearing atjoinl(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except fit=lb) 2=803,9=803. Walter P. Finn PE 11o.22839; MiTek USA, Inc. FL Cent 9634 6904 Parke East Blvd. Tampa FL 33010 Data: April 3,2019 -QWARNING.VMydeelgnrurzmete READNOMSUNTN MDINMUDEDMfrEKREFERENCEPAGEMH.713rev. ihpYt0151EFOREUSE Design valid for use only with MiTeWcommobee. This design Is based only upon parameters shown, and Is far an Individual building component. not a truss spleen. Before usa, the budding designer must veriythe appllcabibty of design parameters and roperiy Incorporate his design Into the overall buildingdesign. amoingindicatMis10preventbucklirgofIndvidualtvsswebaidlorchondmembersony. MTjtW altemp mgeMp =am nlbmcing MiTek- Isalways required for stability and to prevent collapse with possible personal Injury and prol damage, For general guidance regarding the - fabrication, storage, delivery. erection and bracing of busses entl Wss systems, see ANSVTP/f Dual/ryLdfeda, OSB49 and BC5l BUlltllnp component 6904 Parke East Blvd. Sareylnrormerlan availablefrom Tmss Plate lnsgNte.218 N. Lee Shee1. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qiy Ply T16686482 M11323 A9 HIP 1 �N!11323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:14 2019 Page 1 ID: _etC1 cxC3ixVV4huls7ypJyUFUK-5LYQL7der6l lKihvG7UX7DjAgLgCU1 QQ3FNnVuzUSgt 1-0-0 6-7-15 10-0-0 162-14 20-0-0 z4-0-0 z]-0-1 3" s-0- 47-0 6-7-15 3 52-14 5-1-2 343-0 3-0-1 677-15 -0-0 Scale =1:58.6 3 4.00 12 4x4 52 __ 2x3 II 4x8 4 24 525 26 6 27 ] a' d 3x5 = 3x8 = 3.6 = 6x8 = 3x6 = 3x4 = 3x5 C Plate Offsets (X Y)— [2:0-0-14 Edge] [7:0-5-40-2-01 [9:0-3-14 0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.89 Horz(CT) 0.02 13 Na n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0, 13=1616/0-8-0 Max Hoa 2=109(LC 9) Max Uplift 2=430(LC 10), 9=-249(LC 10). 13=-928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purling. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. CDmp./Max. Ten. -All forms 250(I1b) or less except when shown. TOP CHORD 2-3=-1275/1025, 3-4=-913/708, 4-5=-829/705, 5-6=-565/807, 6-7=-565/807, 7-8=-104/278, 8-9=-341/235 BOT CHORD 2-15=-836/1187, 13-15=-34/309,11-13=-2561348, 9-11=124/304 WEBS 3-15=4251501, 5-15=-444/665, 5-13=-1215/1079,6-13=264/300, 7-11=-255/396, 8-11=-461/521, 7-13=-837/703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasci 28mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-M to 24-13, Interior(1) 2-4-13 to 5-2-5, Exterior(2) 5-25 to 14-9A 1, Interior(1)14.9-11 to 19-2-5, Exterior(2)19-2-5 to 28-9-11, Interior(1) 28-9-11 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) This truss has been designed for a 10.0 psf bottom chord live load noreconcurrent 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 (jt=lb) 2=430,9=249,13=928. Walter P. Finn PE Na.2]839. INTO USA, Inc. FL Cod 6034 6904 Parke East Blvd Tampa FL 33810 Data: April 3,2019 . QWANNING-V &designpvametersendN NOTESONTNISANDINCLUDWM?ENNEFEFENCEPAGEMP-7473rev. 1640342015BEFONE USE ' Design valid for use only with MiTek® connection. This design is based any upon paremotem shown, and is for an Individual building component, not a buss system. Belem use the building designer must verily rue applimbiliy of design parameters and pmpedy inoonpardte this design into the overall buildigdeslgn. Bracing Ndicaledisto prevent buckling ofiedvidualtmsswebandforchord members only.Additionaltempo2ryandpennarentbacing MiTek' is always reguimd for stablliyand to prevent collapse with possible personal injury and properly damage. For general guidance regarding the rabtloader, storage, delivery, meaten entl bracing W busses entl miss systems, see ANSI?PI1 Duality Cdrede, DSB-99 and BC51 Building Component ' 6904 PaAe East Blvd. saraylnrormelion avaltable Bom Truss Plata Ins6Me,218N.Lee Street,Suee312,Alexandria,VA22314. Tampa, FL U610 Job Truss Truss Type Cry Ply M 11323 T18688483 M11323 GRA HIP 1 1 Job Reference o tignal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page i 11I&D-e:B_--0e0 tCI cxC33iExV2V7hu ls7ypJyuFUK-ZX6oYTIeGbPg9ysG5g17mfRF-CnIAvDSAZIv7L1 K3x5U-0S-Qgs 22-2--2 4-0-0-D02-08M 1: NO 731777 15 -0-0 4x4 = 14 Scale = 1:60.6 31t2 d 3x5 = 3.6 II 3x6 = 6x8 = 34 = 6x8 = 4x4 = 6x8 = 1- 0 11-1-1 18.6.0 26-0-0 34-0-0 8-0-0 3.1-1 ]-415 7A-0 Plate Offsets (X,Y)— [2:0-2-2;Edge] [3:0-3-8 Edge] [21:0-343 Edgel [24:0-3-8 0-3-01 [27:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.24 29-32 >552 240 BCLL 0.0 Rep Stress lncr NO WB 0.98 Holz(CT) 0.02 22 Na n/a BCDL 10.0 Code FBC20171TPI2014 Matdx-MS Weight 194 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2.5 oc pudins. BOT CHORD 2x4 SP M 30 Except WEBS 2x4 SP No.3 1 Row at midpl 8-21 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19,17, 14 REACTIONS. All bearings 0-8-0. (Ib) - Max Hom 2=-179(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=.351(LC 8), 27=-1168(LC 8), 26=1495(LC 8), 22=-025(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=487(LC 17), 27=2232(LC 13). 26=2929(LC 14). 22=984(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-621/387, 3.5=.304/838, 5-7=-588/1209, 7-8=-58B/1209, 8-12=.588/1209, 12-13=-588/1209, 13-15=-588/1209, 15-16=-588/1209, 16-18=-588/1209, 18-20=-2230/1280,20-21=-2230/1280,21-22=-2271/1263, 6-9=-126/305, 9-11=-106/363, 11-14--193/412, 14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=-779/446, 24-26=-411/653, 22-24=-1083/2108 WEBS 3-29=-500/1176, 3-27=17661911, 5-27=-748/622, 5-26=-546/351, 13-26=-946/617, 18-26=-2412/1474, 18-24=-846/1780,21-24=-35/351, 4-5=-608/514, 19-20=-335/305, 14-15=-556/407. 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; hot4ft; B=521t; L=3411; eave=6ft; Cat. II; Exp C; 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 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-M tall by 2-M 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 351 lb uplift at joint 2, 1168 lb uplift at joint 27, 1495 lb uplift at joint 26 and 625 lb uplift at joint 22, 8) Girder writes hip end with 8-0-0 end setback. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671la down and 461 lb up at Walter P. Finn PE NoM839. 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection devices) is the k9Tek USA, [me. FL Cart 66k responsibility of others. '6904 Parke East Blvd. Tampa FL33619 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). pate: April 3,2019 -QwAR m-Vedrydesignpammefemand READNOTESONTNISANDINCLUDWMREKR33ERENCEPAGENU-74r3rey.1d0320f58E REUSE. Design valid for use only weh MiTekW connectors. This design is based only upon parameters shown, and is for an Individual building component. not a Wss system. Before use, to building designer mustwely the applicability of design parameters and properly IncoTorate this design Into the overall buddingdeeign. B.dni.di.tndistp.entbuWi,ofindvidualWns bandlorohoMmemb manly. Addifionaltempomyandpermanentbracing MiTek' Is always coulred for stabilivand to prevent collapse with posalble personal lnluy and property damage. For general guidance regaMing the - fabrication, storage. dellvery,erection and bracing ofmasee and truss systems, see ANS11"P1f Quality Crams, DSB-89 and Best Building Component 690< Parke Fast Blvd. Sufetylnlormaden available fiom Truss Plate lnsfitute,218 NAm Stmet. Suite 312,Alonndda,VA22314. Tempo, FL W610 Job Truss Truss Type rely My M11323 T16686483 M11323 GRA HIP 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:15 2019 Page 2 ID _etClcxC36cWPhuts?ypJyuFUK-ZX6oYTeGbP99ysG51y?mfRFCnIAVDSAZlv7L1 KzUSgs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=54, 29-30=-20, 24-29=47(F=27), 24-33=-20, 3-11=-126(F=-72), 11-21=-126(F=72) Concentrated Loads (lb) Vert: 29=541(F) 24=541(F) -QWARMNO-Vedtydeslgnparan Nr aMN nOTES ON THIS ANDINCLUDW MirIXREFEBENCEPA0 M11Ya3r v. 16D.LN]S BEFOREUSE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, end is for an Individual bullding component, not '' a Mass system. Before use, Me building designer must verify Me applicability of design am metem and properly mearpome, this design Into the overall bwldingdesign.Baung Mdiwted is to prevent Wall, of indMdual mass web Mauer clad members only. Additiewltempoaryandpermarentbmcing MiTek_ Is always regulredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me _ fabdw0on. storage, delivery, erection as baling of busses and truss systems. see ANSSTPII QMulfy Crlfede, Pall and SCSI Bundles Component 6904 Peke Fast Blvd. Sefefylnlermaflon evailablehgm Truss Plate lnstiMe,218 N. Lea Street Suite312, Alexandria, VA22314. Tampa,FL W610 Job Truss Truss Type Oily Ply • T76686484 M11323 GRB HIP 1 1 �M11323 Job Reference (optional) cnamoers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 1 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ.VwDYz9gX71 PtBAPUy81 EksLaSYgehNuslDcR6DzUSgq 1-0-0 8-0-0 13.6.0 17-0-0 20-0-0 28-0-0 3441-0 5-0- -0-0 8-0-0 5-8-0 3-0-0 3-4-0 5A-0 Scale=1:58.6 5z12MTISHS = 4z10 = 5z12 Mi18HS = 4.00 12 2.3 II 4.6 = 2x3 II 3 23 4 5 6 7 24 8 4x6 = 3.6 11 Safi = 6x12 = U12 = Sx6 = 3x6 II 46 = 8-0-0 131-0 20-0-0 28-0-0 34-0-0 a-0-0 5 8-0 641-0 S4 1 Plate Offsets (X,Y)- [3:0-9-00-2-81 15:03-0 Edge] [8:0-9-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.22 16-19 ,999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 16-19 >820 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WE 0.90 HorACT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1531b FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except- 4-14.7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 Max Horz 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=2590(LC 8).9=345(LC 8) Max Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc putting. BOTCHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 1 Row at midpt 3-14, 8-13, 6.13 FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3625/1950, 3-4=-2080/1236, 4-6=-2080/1236, 6-7=-1296/2589, 7-8=-1296/2589, 8-9=-751/370 BOT CHORD 2.16=-1729/3460, 14-16=-1753/3525, 11-13=-262/733, 9-11=-241/668 WEBS 3-16=43511209. 3-14=-1552/774, 4-14=-837/691, 7-13=-878/713, 8-13=363511919, 8-11=432/1204,6-14=-1453/2814,6-13=-3198/1807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=1411; B=52ft; L=34ft; eavem6ft; Cat. II; Exp C; 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 nonconcurrent with any other live loads. 6)' This buss 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 8531b uplift at Joint 2, 2590 lb uplift at joint 13 and 3451b uplift at Joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 967lb down and 461 Ito up at 26-0.0, and 9671b down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-8=-131(F=-77), 8-10=-54, 16-17=-20, ll-16=-49(F=-29), 11-20=-20 Waltarit. Finn PE No.22839. MiTaM USA, Inc. FL Cod 6634 '6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 -QWARNING-Vedy design paraniererseMREAD NOiE5 ON TNISANDINCLUDPD MrtFXREFFA£NCEPAGEM 74r3.. f6Po12015BEFOREUSE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component. not a muse syatem. Before use, no building designer must vent' the applicability of design parameters and property Incomomte this design Into the owner bwldNgdesgn.Bmdng Indicated is to prevent butting ofindividual truss web and/or all mantels only. Addironaltempouryandmrmanentbal MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding me - fabdco0on.storage,delivery, erection and among of busses and Coss systems, see ANSUnPII Quality Channe, DS849 and BCSI Building Component call Parke East Bud. Sefeylnrurmoflon avallable from Truss Plate Institute.218 N. Lee all Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Ply M11323 • T16688484 M11323 GRB HIP �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-641(F) Il=-641(F) 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:14:17 2019 Page 2 ID:SrRaEyyrg04M76G4mWBLWyuFUJ-VWDYzggX71PIBAPUy81EksLeBYgehNuslDcR6DzUSgq •QWARNINO-Ved7ydedgnpaamefers andIREADNOTESON TIDSAND INCLUDES MRERREFERENCEPAGE14lL7n3... 1000320159EFOREUSE Design valid for use only with MTskO correctors. This design -is based only upon parameters shown, and le for an Individual building component, not ��' a truss system. Before use, the building designer must vedry h m applirabli ty of design parameters and pri Incsmoate Nis design Into the overall buildingdeelgn. Badngindicatedlstoprevent buckliigofIndividual truss web eid/orcho lmembersonly. Addilbnaltemporaryandpmmarentlacing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabdca0on, sNage, tlelivary,erac0snant baring of Vusses and imss systems, see ANSI?PN Quafify Cdfeda, DSB49 antl SCSI Dufldln0 Component 6904 Parke Fast Blvd. Sefe6' ln/ommul.. avagable fmm Tmss Plate lns6Me, 218 N. Lee Su.L SUIte 312, AleFandda, VA22314. Tampa, FL M610 Job Truss Truss Type Cry Ply • T76686485 M11323 J2 MONO TRUSS 8 1 �1011323 Job Reference o tlonal Chambers Truss, Inc., Fort Pierce, FL 3.4 = 8,240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:172019 .Page i ID:xi4zSlzTbJCDIIrGPHICukyuFUI-VWDYzggX71 Pl8APUy81 EksLkpYzOhbOslDcR6DzUSgq Seats =1:7.8 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 0.18 Ven(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Ven(OT) -0.00 7 >999 240 BCLL OD ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 8lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=38/Mechanical, 2=14110-8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grav 3=39(LC 15), 2=141(LC 1), 4=31(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 or 2-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.0psf, h=14fl; B=52ft; L=34ft; eave=6ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 281b uplift at joint 3, 1361b uplift at joint 2 and 316 uplift at joint 4. Walter P. Finn PE NoI263S. MiTek USA, Inc. FL Can U34 '6904 Parke East Blvd: Tampa FL 33610 Date: April 3,2019 -QwARMMi- Venydeslgnpammefers and RE41011 SON7h(cIMD INCLMIXED MRIX RFFFRENCEPAGEarg-7Qaray.lWOY40158EFORE USE aaaaaa Design valid for use only with Mnek® connectors. Trio design Is based only upon parameters shown, and is for an Individual building cormorant, not a Muse system. Before use. Me bidding designer must verify the applirabiliy of design pammerm and propertyinlamante this design into Na overall buildagdesgn. Bmdng NdimtedistepmventbucklingofindiidualWsswebandlarchmdmembmmy. AddtlbnItemixreryanl,menvrrealuming MiTek- Is always required for stability and to prevent collapse with possible personal injury and proal damage. For general guidance regaNing the - abdm0on,storage,delivery,emMnaWbm6ngoftr wserWb Wstems,sae ANSIRPIIQualify CMeda,DSB49and BCSIBullding Companenl 690t Parke East Bbd. Sarerylnroormi available from Trr¢s Plate Intone, 218 N. Lee Street Suite 312. Aleea orra, VA22314. Tampa, FL U610 Job Truss Truss Type City Ply M11323 T16686486 M11323 J4 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3z4 = 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:18 2019 Page 1 ID:PDYLfd_5MdK4MSQTz7ZfRxyuFUH-zenwAUg9uKXkpK_gVrYTH3trCyFmQ2G0_tL?efzUSgp Scale -1:11.1 4 _0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Verl(CT) -0.02 4-7 >999 240 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na his BCDL 10.0 Code FBC20171TPl2014 Matrix -MP Weight: 14 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-" oc purms. BOT CHORD 2x4 SP Ni BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-80(LC 10). 2=-161(LC 10). 4=-7(LC 10) Max Grant 3=90(LC 1). 2=207(LC 1). 4-6913) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exit C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 80 lb uplift at joint 3, 161 lb uplift at joint 2 and 716 uplift at joint 4. Waller P. Finn P.E N632836; MiTak USA, Inc. FL Cart 6674 6904 Parke East Blvd. Tampa FL 33610 Daft: April 3,2019 •QwABMND-Vanfy desrgn peramelers am/BFAD Noms ow Idols AND INCLUDED mnntcNEFE vE ps-11.7423 rev. insdafa BEFORE BSE sesses Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an IndWidual building component, not �� a muse system. Before use, the building designer must verdy the applicability of design parameters and properly incorporate this design Into the, overall buildingdesign BacingIndicated Istoprevent budding mindivliWas webaMlorshordmembers ony. Additmnaltemp mWarM m,amntbmdng _ MiTek :1 Is always required for stability and to prevent collapse with possible personal lniury and property damage. For general guidance regarding no • fabrication, storage, delivery, eredbn and bracing ofbusses and trust systems, we ANSI/rPllouellty Cdlarie,DSB-69and BCSIBulld/ng Component 6904 Parke East Blvd. Seferylnlofmadon availade hors Truss Plate lnstituta.216 N. Lee Street. Suite 312. Aleaandda, VA 22314. Tampa. FL W610 Job Truss Truss Type Oty Ply • T76886487 M11323 J6 MONO TRUSS 8 1 �M11323 Job Reference o tlonal unarm ers I was, Inc., von Fierce, FL e.L4u s wed o Lula pal Ierc mausules, Inc. wea Apr a wa4au Lula 3x4 = LOADING (last) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.36 Ved(LL) 0.11 4-7 >629 360 TCDL 7.0 Lumber DOL 1.26 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rda rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanica1, 2=279/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 20 lb FT=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 131 lb uplift at joint 3, 1941b uplift at joint 2 and 81b uplift at joint 4. Walter P. Finn PE No.228W MITak USA, Inc. FL Cart 663A '6904 Parke East Blvd. Tampa FL33610 Data: April 3,2019 •QWARNING-Vsr(ydesl9npar mers srHREI1DN0TES Day 7NLSANDINCLUDED Ag1nS(REFERENCEPAGEMg-7473rov. 1haV2015BEFORE USE Design valid for use only with MiTeM connedom. This design Is based only upon parameters shown, and Is for an Individual building component, not Wit Wes system. Serum use, the building designer must vent' he applicwr abiliy of design parameters and popery Npomb his design Into due overact building design. Bracing Indicated is to prevent busiding of Individual truss Web and/or chord members only. Additional temporaryans penvanent breang Well( Is always required fnrstability and to prevent collapse with possible personal injury and propely damage. Forgenemlguldaimeregardinghe fabdcatien,storage,delivery, erection and bredng ofkisses and truss systems,see ANSg1P/1 Quality Criteria, DS5419 and SCSI Building Component 6904 Parke East Blvd. Seta,tntormadon available fmm Truss Plate Institute, 218 N. Lee SWetb Suite 312. Alexandria, VA 22314, Tampa, FL U610 Job Truss Truss Type Oty Ply • T16686488 M11323 J8 MONO TRUSS 20 1 �M11323 Job Reference (optional) Chambers Truss, Inc, Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:19 2019 3.5 = Scale -1:17A 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 26 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc purling. BOT CHORD 2X4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (fin/size) 3=188/Mechanica1, 2=352/0-8-0, 4=103/Mechanical Max Hoe 2=180(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4=-15(LC 10) Max Grav 3=188(LC 1), 2=352(LC 1). 4=145(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psh h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Extefior(2) -1 -0-0 to 2-4-13, Interior(1) 2-4-13 to 3-1-13, Extedor(2) 3-1-13 to 7-11-8 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 175 lb uplift at joint 3, 2281In uplift at joint 2 and 15 lb uplift at joint 4. Walter P. Finn PENo.73839. MiTek USA, Inc. FL Con 6034 168114 Parke East Blvd. Tampa FL 338.10 Date: April3,2019 •AwARNINQ-VM&dWgnyaranrotersandR DN MONTMSANDINCLUDEDMREKREFFRENCEPAWMR7V3.. 1011M015BEFOREUSE Design valid for use only with MiTek® connectors. This design Is based only upon pammeters shown, and is for an Individual building component, not ��• a truss system. Before use, the building assigner must very Ne applicadliy of design parameters and pmpedy Incorporate mb design Into the overall buildingdesign. Bracing mclatedlate pmventbucklirgof naivkluaitmssmbmdlorchcral members only. Addilionaltemporaryendpermarmntbmcing MiTek' Is always reaubedfor stabllity and to prevent allapse with possible personal Injury and property damage. Forgenemlguidanceregardhtgthe • hbdadcn,stomge,delivery,amctbn.Mbmdngof Mwsan Wwsystems.we ANS140vt Quality CMda, DSB49 a ad SCSI Souders Component 6904 Parke East Blvd. 5afetylnfomnatlon available from Than Plate Institute, 218 N. Lee Street, Suite 312, Alesandris, VA 223% Tampa, FL U610 Job Truss Truss Type Dry Ply • T16686489 M11323 KJ8 MONO TRUSS 4 1 �M11323 Job Reference o 8onal Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:14:20 2019 Page 1 ID:Lcg54J7LBEancmZf4Db7WMyuFUF-wVvhbAiPOynR2d83dGaxMUzDGmyGumiRBg61'zUSgn -1-5-0 I 7-3-4 i 11-10 1-5-0 7-3-4 3.11-12 Scale -1:20.3 3x4 = •,,� „ 5 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inch NO Code FBC2017rTP12014 CSI. TC 0.29 BC 0.30 WB 0.46 Matrix -MS DEFL. in Vart(LL) 0.07 Vert(CT) -0.12 Hor (CT) 0.02 (loc) I/deft Ud 7-10 >999 360 7-10 >999 240 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 441b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=201/Mechanical,2=466/D-11-5,6=576/Mechanical Max Holz 2=244(LC 8) Max Uplift 4=-205(LC 8), 2=-305(LC 8), 6=-286(LC 8) Max Grant 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/523 BOTCHORD 2-7=-687/1126, 6-7=-687/1126 WEBS 3-7=0/330, 3-6=12361755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1411; B=52ft; L=3411; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.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 Wss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 3051b uplift at Joint 2 and 286 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, 13=27)-to-4=-152(F= 49, 13=49), 8=0(F=10, B=10}to-5=56(F=-18, B=-18) Walter P. Finn PE Np22839. MITak USA, Inc. FL CIA 6804 '004 Parka East Blvd. Tampa FL33610 Datd: April 3,2019 -QwARMNG-Verlydeslgnparamelars aMREADNOTES ON MSAND/NCLUDFDMREKREF6tENCEPAGEMO-7473 MY. 1d034015BEFORE USE Design valid for use only with MITek® conni This design Is based only upon pammelom shown, and Is for an Individual bullding component, not ��• a mass system. estate use, the buldbg designer ..at veal, the applicability of design parameters and properly monaporata this design into the overall buldiogdesign. Bracing indicated is to prevent buckling ofinlividual truss web andlorchord members only. Additbnaltempoaryandpermanentbracing MiTek' Is always reaulad for stability and to prevent collapse with possible pemonal olury and property damage. For general guidance regarding the • hbdna6on,storage, tlelWery.eregbn aM bmtlng of wsaes entl buss systems, sae ANSImP/1 Qualify Mods, DS"9 and BCS1 Building Cumpanenf 6904 Pahe East BNd. Selely1mia matlon avallable fmm Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL W610 Symbols PLATE LOCATION AND ORIENTATION �4• Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locate plates 0- yis" 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 by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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 6-48 dimensions shown sixteenths /III (Drawings not too scale) 1 2 3 TOP CHORDS 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 ANSI1TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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. 5. 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?PI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabdcal on. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins 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.