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HomeMy WebLinkAboutTRUSS PAPERWORKRE: ml1324 THE ROYALE Site Information: Customer: WYNNE BUILDING CORP-ORATIN Project Name: ml1324 Lot/Block: Model: Address: UNKNOWN City: ST LUCIE Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. T RECET\/r-n FEB l i iui9 ST. LU€le Eeunty, Permitting General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): SCANNED Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 SY Wind Code: ASCE 7-10 Wind Speed: 165 mph St. Lucie County Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13569629 a 3/22/2018 22 T13569650 kj5 3/22/2018 2 T13569630 al 3/22/2018 23 T13569651 kj8 3/22/2018 3 T13569631 a2 3/22/2018 24 T13569652 kja 3/22/2018 4 T13569632 a3 3/22/2018 25 T13569653 kjb 3/22/2018 5 T13569633 a4 3/22/2018 26 T13569654 mv2 3/22/2018 6 T13569634 a6 3/22/2018 27 T13569655 mv4 3/22/2018 7 T13569635 b 3/22/2018 8 T13569636 bh7 3/22/2018 9 T13569637 gra 3/22/2018 10 T13569638 grb 3/22/2018 11 T13569639 grc 3/22/2018 12 T13569640 j1 3/22/2018 13 T13569641 j2 3/22/2018 14 T13569642 j3 3/2212018 15 T136964 j4 322/2018 FILE COPY 16 T13669644 j5 3//22/2018 17 T13569645 16 3/22/2018 18 T13569646 18 3/22/2018 19 T13569647 la 3/22/2018 20 T13569648 jb 3/22/2018 21 T13569649 jc 3/22/2018 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Waller My license renewal date for the state of Florida is February 28, 2019 Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs Into the overall building design per ANSI/TPI 1, Chapter 2. 1of1 4itillllllr//II .VIER P. :��p E NSF��' No 22839 it STATE OF :74U T40R10P N``. Walter P. Firm PE No.22839 Mlrek USA, Inc. FL Dert 6634 69D4 Parke Fast Blvd. Tampa R .33610 Date: March 22, 2018 Finn, Walter Job Truss - Truss Type - - Oty - Ply THE ROYALE -- 1 T13569629 m11324 A COMMON 10 1 _ _ f � _ _ _ Job Reference (optiona0 Chambirs Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MTek Industries, Inc. Thu Mar 22 09:10:27 2018 Page 1 ID:_kf GCA6bx7j2Syl HDXFw7ye3KK-E8I2cj_pyFwe2wzxxmvjDnbMhH IkJ40EFIPAO¢YOkg 11-0-0 8-0-0 1 17-0-0 22-7-0 2643-0 + 35-0-0 38-0-0 1-0-0' 8-Z 4-7-0 4-7-0 i 4-7-0 8-0-0 -0-0 �1 d 4.00[12 4x5 = Scale = 1:59.3 17 '— 15 14 "' 12 4x5 = 2x3 '.I I 5x6 WB = 3x8 = 2x3 11 4x5 = ipaFBD 3x8 =_ 22-1-0 5x6 WB = 26A-0 35-0-0 8-4-0 4-7-0 19-2-0 4-7-0 _ 8-0-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 10 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1691b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=775(LC 10), 10=-775(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885, 9-10=-3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-1116/2053, 12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246, 9-14=-702/541,6-15=-598/1035, 5-15=-253/246, 3-15=-701/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-0. Exterior(2) 12-8-6 to 17-", Intedor(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip'DOL=1.60 3) 100.011b AC unit load placed on the lop chord, 17-" from left end, supported at two points, 5-0-0 apart. 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 3-0-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL= 10.0psL 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 77516 uplift at joint 10. ,Waitef P: FfnRPENb.729;8; MTek US/41nc pL'edf 6634, „ �8904Parka ExslHhB:TarnpaFL13610: March 22,2018 AwmNING. VedfydeVgnpanamere dREADNOTESONTMSANDINCLUDEDMmO(REFERENCEPAGEMLL7Q3rev. ltkDY20158EFOREUSE Design valid for use only with MiTeMD oormecmrs.This design is based only upon parametersshown, and is for en individual building oomponerd, not rat ra a truss system. Before use, the building designer must vet the applicability of design pammeUns and p o,avy inosrpgrethis design into the overall building design. Bmdng indicated is to prevent bucdirgof imwklual truss web ardlor chord members only. Additional temWmty and permanent bracing MiTek' Is always required for stability and to prevent scraps with Possible personal lnjmyand property damage. Forgene2lguidan eregardiMtho hammerer. storage, delive,, mason and bracing of busses and hues systems,see ANSI/IPll Quality Chteda, DSB49 and BCSI Building Component 6904 Parke East Blvd. Smagrialom ile. ava0able Rom Truss Plate Insti .218 N. Lee Sheet Suite 312, Alexendda, VA 22314. Temps. FL 30610 Job . Truss Truss Type - - Qry Ply THE ROYALE r ' T13569630 m11324 At SPECIAL 9 1 01 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:28 2018 Page 1 ID. _kfiGCA6bx7j2Syl HDXFw7ye3KK-iLJQp37RjZ2Vg4Y8VTOym_8Tnhas2XsNUP81Y9zYQkf 13-7-8 1]-&0 23-11-12 26-9-00 35-QO 6-0- 5-11-8 3-10-e 6512 2-914 8-2-0 -0-0 �1 d 5x8 MT18HS = 4.00 12 Scale=1:60.3 14 13 3x5 = 2x3 11 5X12 = 3X12. — 2.00 12 10- 4 ifDSl Plate Offsets (X,Y)— 12:0.1-2 Edge] [8:0-3-0Edge] [10:0-1-15 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) War Laid PLATES GRIP TOLL 20.0 Plate Grip DOL. 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.39 12-13 >302 240 MT18HS 2441190 BOLL 0.0 ' Rep Stress ]nor YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 159 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Hom 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (Ib) of less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, 9-10=-5702/4143 BOT CHORD. 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS 3-14=0/265, 3.13=-813/590, 5-13=-269/317; 6-13=317/567, 6-12=-2362/3388, 7-12=-298/368, 9-12=-405/352 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=1211; 8=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C.0 Extedof(2)-1-0-0 to 3-9-10. Interior(1) 3-9-10 to 12-8-0, Exterior(2) 12-8-6 to 17-6-0. Intedor(1) 22-3-10 to 31-2-6 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 fit between the bottom chord and any other members, with BCDL = 10.0psf. 6). Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. WaILerF Finn PE N_o.2Y93B; MiTek 09A,'1ncA;Ccd 66f4- �9904F.arke.Ees! BNd: Ts mpaF E 33fi16 March 22,2018 AWARN/NG-Verity designparsrra(ersaMREAD NOTES ON rMSANOINOLUDWMIrEKRUF ENOERAGEM 7473re, 1N034015BEFOREUSE Design valid for use only with MireWcurnectors. This design is based only upon parameters shown, and is for an individual building component not a buss system. Before use, tlm building desgner must verify the applicability of tlesgn parameters and properly Incorporate this design inlems overall bUldingdesign. Bracing Indicated is to praventinucklirgafindwidualtrusswel, adlorchord members only. Additmnaltemporaryaolpermanentbraung M)Tek• Is always, required for stability and to prevent collapse with possible personal injury and prupery, damage. Forgeneralgvidancaragardirgma fabdration,storage, tlelivery,erenInn antl bradng pf imsses antl truss systems,see ANSUFPI1Quality criteria, DSB49 and Best Building component 69134 Parke East Blvd. Saley lnrormaflon available from Tress Plate [nation, 218 N. Lee Street Suite 312. Alexandra. VA 22314. Tampa, FL 36610 Job - - Truss - Truss Type Qty - Ply THE ROYALE t T73569631 m11324 A2 SPECIAL 1 1 Job Reference (optional) Chamb qrs Truss, Inc., Fort Pierce. FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:28 2018 Page 1 ID: _kfGCA6bx7j2Syl HDXFw7ye3KK-iLJQp37RjZ2Vg4Y8 V rQym_8 WghZL2V(NUP8jY9zYQkf 1-0-0 8-0-1 13-7-8 16-0-0 19-0-0 23-11-12 28-9-9 35-0-0 fi- -0-D Mo 1 5-7-7 2-0-8 3 00 4-11-12 2-9.13 8-2-7 -0-0 �1 d 4.00 12 5x6 = 4x4 = 3x5 = 2x3 '11 5x6 — 3x12 2.00 12 8-0-1 13-7-8 19-0-0 23-11-12 35-0-0 841-1 5-7-7 51-8 411-12 11-04 Seale=1:62.3 Plate Offsets (X,Y)-- [2:0-1-2 Edge] [4:0-2-12 03-][4:0-0-0 0-1-12][8:0-3-0 Edgel [8:0-0-0 0-1-121 [9:03-2 0-0-01 [10:0-1-15 Edge] --- LOADING (pat) SPACING- 2-0-0 CSL DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.70 Vert(LL) 0.75 12 >559 360 MT20 2441190 TCDL 7.0 •Lumber DOL 1.25 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.37 10 We note BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 1601b FT=0% 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 24-8 oc purling. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS, (lb/size) 2=1349/0-M, 10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3315/2113, 3-5=-2515/1641, 5-6=-2524/1699, 6-7=2672/1734, 7-9=-5246/3199, 9-10=5687/3567 BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10-12=3257/5414 WEBS 3-15=0/300, 3-14=954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=-1082/1957, 9-12=-079/463 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and.C-C Fxterior(2)-1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6 to 36-0-0 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pair 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-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/I-PI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Wali'Wp: ftniio91 i. ii39; MITakUSA;)bejFLCsrf8694, '6804 ParisEsstSly&:.Tarnpafca3rn10'. •bale: ' March 22,2018 AWARNINO-VedrydeslgnpammelemendREADNOMSON7MSAND/NCLUDWMI7O(REFERENCEPAOEMD-7473.. 10'022015BE11=0REUSE. Design veto for use onlywith MRek® connectors. This design is based only upon pammeters shown, and is fdran individual building component not a truss system. Before use, the building deslgnermust vent' the applicabiliy cf design parameters and properly incorporate this design into tine overall ��• buildingdeslgn.Bmong Indicated is to prevent buckling ofindividual truss two andorchcrd members only. AddiBonaltempomryaMpereammetbmcing MiTek' Is always requbedforslability and to prevent collapsewith possible personal injury and property damage. ForgeneralguManceregarding Me fabrication, storage, delivery. erection and bracing adousses and truss systems, sea ANSU PNOuallry Cdreda,DS"9and OCSlaullding6ompanent 6904 Parke East Blvd. Sefiy Information available from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job - - -- Tress - - - Truss Type - pry Ply THE ROYALE r T13569632 m11324 A3 SPECIAL 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 2209:10.29 2018 Page 1 ID_kf,GCA6bx7j2Syl HDXFw7ye3KX-AXto1P?3UsAMHE7K2AxBJCghg4vany8Xi3uH4bzYOke 1-0-0 8-U1 14-0-0 21-0-0 23-11-12 26-9-00 35-0-0 3 -0-0 801 5-11-15 21112 2-9-14 8-2-6 -0-0 Scale =1:61.3 5x6 = A na 4.6 = 13 2x3 II 5x6 = 3xl2 3x5 — 2.00 12 8-0.1 13-7-8 21-0-0 23-11-12 35-0-0 R4.8 2-11-12 11A-0 Plate Offsets (X,Y)— [2:0-1-2,Edge1' [8:0-1-15 Edoe] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0, Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Mar YES WB 0.74 Horz(CT) 0.35 8 We rila BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1581b FT=0 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 2-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-181(LC 8) Max Uplift 2=-825(LC 10). 8=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2122, 3-0=-2556/1711, 4-5=-3161/2095, 5.6=-3304/2150, 6-7=-5214/3232, 7-8=5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-360/724, 6-11=-2280/1355, 6-1 0=-1 11811934, 7-10=-530/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10;.Vu1t=165mph (3second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-M to 3-9-10, Interior(1) 3-9-10 to 31-2-0, Exteriar(2) 31-2-6 to36-0-0 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf 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 at joint(s) 8 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 8251b uplift at joint 2 and 82516 uplift at joint 8. Walter Pi fine PE N62263B, hJTakUSA,imc Fl. Pad6694 �9904 Parka LeffiHNB: TlimpaFL 9361U' Da76; March 22,2018 ®WARNING.Verilydesignpsramalersantl READNOESONTMSANDINCLUDMMREI(RFFF CEPAGEM11-7413rev. 10tlY1015 BEPoRE USE Design valid fcruss only with MreW connemors.This tlesign -is based only upon parameters shown, and Ia foran Individual building component, not �• a truss system. Bofom use, the binding designer must venfy the applicability of tlesign parameters and properly incoryomte this design into the overall buidingdesign. Bracing indicated Is to pmventbucpiMafindwiduallmsawebar orchordmembersonly. Addirwnallampotoryand permanent bracing MiTek' Is always recurred for stability and Is prevent collapse with possible personal inluyand popeM damage. Forgenmelguidanceregandirgthe fabdwfior,sdmge, delivery, erection and bracing ofbusses and truss systems,see ANSMII Quality Chroda, DS&89 and BCS1 Building Compianol 6904 Parke East Blvd. Sarelylnlormalson available tom Truss Plate Insfitute,218 N. Lee Street Suite 312,AIexandra.VA=4. Tampa FL W610 Job Truss Truss Type pry Ply THE ROYALE • ' T13569833 m11324 A4 SPECIAL 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:30 2018 Paged ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-ejRAEIOhFAIDvOiWcuTOFPDsdUF?WOyxjdgdlzYOkd 11�-0-0 65-e 12-0-0 17-&4 23-0-0 2317-72 28-99 35-0-0 - 38-0-9 1-0-0 6-543 5-6-8 5-e-4 5312 0--11-12 2-&13 8-2-] -0-0 4.00 12 3x6 = 3x4 = 5x6 = 3x4 = 5.6 = 3x4 200 12 5x8 =2x3 6 7 Scale =1:61.3 3x12 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 a,572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 11-20 >429 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 HOrz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1601b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=157(LC 9) Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (to) - Max. Comp./Max. Ten. -AII fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-264511853, 5.6=3425/2347, 6-7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14--1488/2537, 12-13=-2065/3480, 11-12=-2440/4196, 9-11=-3399/5431 WEBS 3-14=-4291415, 4-14--323/584, 4-13=142/386, 5-13=-1125/697, 5-12=141/467, 6-12=-861/437,6-11=-1145/2016,8-11=-542/518 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 3-9-10, Intenor(1) 3-9-10 to 31-2-6, E tedor(2) 31-2-6 to 36-0-0 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 are MT20, plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads, 6) • This truss has been designed for a live load of 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) 9 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. ,WalteiP:FIm6PE Ko22939: IkTa-k USA;liic Ti`Cad6634 . 10904Parke Eod BNd-TampaFL93610'. bblec ' March 22,2018 AWARN/NO-Veff desrgnparemere .d READNOMSONTNISAND/NCLUDEDMFTENREFERENCEPAOEMiI-]473rev. 10,01 15DEFOREUSE assess Design valid for use onlywita MiTeloS+ wnMctors. This design is based only upon parameters shown, and is for an IMividual building oomponent not �� souse system. Before use, the buldlrg designer mustvenfy toe applicability of tleagn parameters and pmpeM incoryorate Nis design into to overall building design. Bating indicated is to prevent buckling of Individual truss web andlar chortl members only. Additional temporary and permanent bracing MiTek' s ahvays requked for stability and to prevent collapse with possible personal lnluryand property damage. Forgene ai guitlarw regarding the fabdca59n, storage. delivery, erection and bracing of Wsses and Wss systems, sea ANSI?Plf Qualify Criteria, DSB49 and SCSI avoiding Componeof e304 Parke East Blvd. Saleryinfermerlon available from Trans Plate Institute, 218 N. Lee Street. Suite 312. Nexandda, VA22314. Tampa, FL W610 Jab - Truss Truss Type pry - Ply THE ROYALE ' T13569634 frill 4 A6 HIP 1 1 Job Reference (optional) Chambeis Truss, Inc., Fart Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:31 2018 Page 1 ID. _kfiGCA6bx7j2Sy1HDXFw7ye3KX-6w?YS5IKOUR4XYHiAb_fOdlOkuOFzMpANN09UzYOkc 13A-D 21-0-0 10 28-0-1 35-0.0 36-0-q 3-80 7-8-0 3-8 T ~ 17-15 5x8 = 4.00 12 as II as II 5x8 = Scale = 1:60.3 41 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 0 3.4 = 4x5 = 104)-0 i 1341-0 21-0-0 25-0-0 35-0-0 104)-0 3 -0 7-8-0 3-&0 10-0-0 Plate Offsets (X Y)— [2:0-1-14 Edge] [4:0-5-4 0-2-8] [7:0-5-4 0-2-8] ]9:0-1-14 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 -424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.31 Hom(CT) 0.11 9 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 153 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0.8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10). 9=-739(LC.10) Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling. BOT CHORD Rigid ceiling directly: applied or.4-63 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4=-2215/1960, 4-5=-2527/2290, 546=-2527/2290; 6-7=-2527/2290, 7-8=-2531/2224, 8-9=-288012572 BOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-495/599, 4-16=-206/347, 4-14=541/820, 514=526/591, 6-13=-2341311, 7-13=-182/282,7-11=-355/492, 8-11=-044/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ni TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenr(2)-1-0-0 to 16-9-7, Iniedor(1) 16-9-7 to 18-2-9, Extedor(2) 18-2-9 to 25-0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6921b uplift at joint 2, 219 lb uplift at joint 14 and 7391b uplift at joint 9. Walter F: FinDPENOS2&j9; Mli IIS/51nc4L' Coif 86A '6904 Parke East BIve.TampiFE3381B' beldc ' March 22,2018 AWARN/NG. Vadtydesign parameters andBEADNO]ES ON]NISANDINCLUDED JIWM EFAENCEPAGENIF7473rev, 161XI BFFOREUSE Design valid for use only with Weld!) cormecmrs. This design is based only upon parameters steem. and is for an it dividual building component, not a new system. Before use, me building designer must well toe applicability of design parameters and pmperly incorporate this design into the overall butldingdesign BmdngMdimtMistopreventbuali,gofindividuaTW.s bandlorcbordmamcars only. Acidismaltemporary and permanent bracing MiTek- isalwaysrequired forstaNlity and to prevent collapse wim possible personal Injury and property damage. Forgmumaiguidanmregardirgthe fabrication, storage,delivery, erection and bracing of Wsses and buss systems, see Atli Quality coterie, DSB419 and BCSI Building Componeof 6904 Palle East Blvd. Safetyrnlonaafloe available ham Tmss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Temps, FL X610 Job - Truss Truss Type - Oty Ply THE ROYALE ' � T13569635 m11324. B COMMON 3 1 Job Reference o ti0nal Chambe(s Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:32 2018 Page 1 ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KK-a6ZxIR2ynnZx8hsvkJVuwgIHul5R_TdzO16xhw YOkb 46 = 2x3 Scale: 12'=V 3x4 = Plate Offsets (X Y)-- [2:0-2-10 Edge]-[4:0-2-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) /dell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.37 Vert(LL) 0.10 5-8 499 360 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BOLL 0.0 ' Rep Stress lncr YES WB . 0.12 Horz(CT) 0.01 4 n/a Na BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 47 lb FT=0 LUMBER - TOP CHORD :2x4 SP M 30 BOT CHORD.'.2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=510/0-8-0, 2=568/0-8-0 Max Horz 2=93(LC 9) Max Uplift 4=-292(LC 10), 2=-377(LC 10) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown.= TOP CHORD 2-3=-967/954, 34=-966/952 BOT CHORD 2-5=-785/883, 4-5=-785/883 WEBS 3-5=-94/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORDRigid ceiling directly applied or 7-7-1 oc bracing. 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=1211; B=45ft; L=50ft; eave=6ft; Cat. 11; 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 3) This truss has been designed for a 10.0 par 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 4 and 377 lb uplift at joint 2. Wai[9r P: PinriPE�tfa34B39: MREk USA,ttic:F7: Cart fi838-, , ;0904 Parke EatBNd!TampaFL 33610' +Dz1e:' March 22,2018 ®WARNING-VerHy design parameters antlRE4DNOTES ONTHIS AND INCLUDED MffEKREFERENCEPAGEM➢JQJrev. faN32015BEFpRE USsagaie E' Design valid for use only withMiTek®ocnnectors. This design is based only upon paamete s shown, and is foram individual building wmwnem, not 221 a truss system. Before use, hav building des'gner must verily the applicability of design parameters and prapedy inwrporeta this design into the overall building design. Baling indicated is to prevent buckling of individual buss web endror chard members only. AddiBonal temwary and wrmawnt bracing MiTek' Is always rwuired for stability ad to prevent wllapsewith possible personal injury and property damage. Forgenemiguidanwregardingtbe fabrication, storage, deliway,erwtion and basing oftrusaw and antes systems, we ANS4rPll Quality Criteria, DS"9 and SCSI Building Component 6906 Palle East Blvd. Sefetylnformalrpn available ft. Truss Plate Institute, 218 N. Lee sbeal, suite 312, Alexandria, VA22314. Tampa. FL M610 Job Truss Truss Type qry ply THE ROYALE - ' T13569636 m11324 BH7 BOSTON HIP 1 1 Job Reference (optional) Gharri Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:33 2018 Page 1 ID:_kfiGCA6bx7j2SytHDXFW7ye3KX-217Jsn3aY5homrR5H007T2rL7iNJ9G6dhsUEMzYQka 5bU 21 6-0 1-0-0 "_a 2M0 11d0 136-0 140 1]$0 19-0-0 21-0-0 23E-0 256-0 2a-0-0 35-00 fi-0-0 -09 ]-0-0 2E-0 2-0-0 2-0-0 0 1-0-0 2-0-0 2-0-0 "i£-0 2-0-0 2-0-0 2b0 Scale=1:62.6 4.00 12 5x6 = IN 14 16 35 33 32 '"' 30 3x5 4.6 —: 3x8 = 3x4 = 4x6 = 3x6 = 7-0-0 14-0-0 _I 21-0-0 28-0-0 3s-0-0 70-0 7-0-0 7-0-0 7-0-0 Plate Offsets (X Y)— 12:0-1-2 Edge) [2S:0-0-2 Edge] - - - - - LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) /de0 L/d PLATES GRIP TCLL 20.0- Plate Grip DOL 1.25 TO 0.72 Ven(LL) 0.51 32-33 >826 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 VeR(CT) -0.67 32-33 >628 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 HordCT) 0.14 28 Na Na BCDL 10.0 Code FBC2017/TP12014 Monti Weight: 208 lb FT=O% LUMBER- BRACING - TOP CHORD .2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8.6 oc putting. BOT CHORD. .2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP li JOINTS 1 Brace at JI(s): 11, 18,15.7.23 REACTIONS. (lb/size) 2=1349/0-8-0, 28=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 28=-025(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. - Alt forms 250(lb) or lessexcept when shown. TOP CHORD 2-3=-3392/2640, 3-4=-1213/956, 4-8=1157/946, 8-9=-1145/979, 9-12=-1122/1028, 12-14=-11251101124/1089, 16-19i 121/1028, 19-22=-1145/979, 22-26=-1157/946, 26-27=-1214/956, 27-28=-3393/2641, 3-5=-2373/2046, 5-7=-2376/2050, 7-10=-2376/2050, 10-11=2376/2050, 11-13=2376/2050, 13-15=2376/2050, 15-17=-2376/2050, 17-18=2376/2050, 18-20=-2368/2046, 20-23=2368/2046, 23-25=-2368/2046, 25-27=2364/2041 BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=2652/3448, 30-32=-2361/3167, 2830=-2358/3191 WEBS 3-35=0/284, 2730=0/285; 333=-317/378, 1833=-466/474, 27-32=-312/353, 14-15=-405/437 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=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-0-0 to 3-9-10, InlerioKt) 3-9-10 to 10-8-9. Exterior(2) 10-8-9 to 17-6-0, Interior(1) 24-3-7 to 31-2.6 zone;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 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 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8251b Uplift at joint 2 and 8251b uplift at joint 28. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Waltaf P: , PE 46.22839, MiTsk q ' ,1nc: Fl coif s6 4. 16904.Parke East BNd.:.TampaFL 33810' Oaten March 22,2018 .AWABNING-Verify design ANDINonUDFometemshiaENDE PAGEMO-7nJ build l6'03'2a15BEFOBE USE -iiconcolBEADNO]ES is base Mheh®g This design is Mrdp for Designvalidforusere uponsgn �- esicmmo the rnot e, designer pplicbNy a truss system. Before use. Me building designer must verify the applicability parameters pammee m and Inan orporatelidual s design Incorporate Nis tl into fire overall Ndirandted is loprevecolapsol iigof individuaRmsswelrery Ad b mi bers only. cpordmemamage.y.Atldiamaiguid DomryaadpemnaneMbmcing and buildingdesign.required MiTek' is for s is always rtyulred for stability end to prevent Dmllapse vdtM1 possible personal Injury and property damage. an andBtM1e hbMadogstmraki. delivery,ere.Ton bmcingof unity Cd id,D 949 try erlterra, DSBA9 and BOSIBuIIdrnB Domponanf 6904Parke East Blvd. Sakfy/nbmtetion evailadefrom Truss Plate lnsaWte, 218 N. Lee Slreet, Sutle 312, Alexandria; VA 22314. tu,21 N.L.Ssystems,see dd..VA 2314. Tampa, FL 36610 - Job Tmss Truss Type - pry. ply�ROYAL.ET13569637 m11324 GRA SPECIAL 1 Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:34 2018 Page 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KX-WUhh473CJPpfO??HrkXMOFNfJ5n3SO?GsLb2mozYpkZ -1-0-0 41-8 5.7-3 8-2-13 9-8-8 13-10-0 14-10-0 1-0.0 4-1-8 1.5-11 2-7.9 1-5-17 4-1-8 1-0 0 2.3] 12 4x4 = 4x10 A nn 1�4 19 4 20 3x4 = 4x4 = 21 5 22 64x10 c 2x3 II 3x4 = 3x4 = a3l II 3x4 Scale=1:26.6 1t LOADING (psf) SPACING. 2-0-0 CS]. DEFL. in (lot) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 581b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=-523(LC 8) Max Grav 2=787(LC 17), 7=787(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1798/1192, 3-4=-1761/1197, 4-5=1724/1169, 5-6=-1761/1190, 6-7=1798/1137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692; 10-iT=1112/1724, 9.10=-1024/1692, 7-9=-1028/1685 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; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pore ing. 4) This truss has been designed for a 10.0 pat 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 523111 uplift at joint 2 and 523 to uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 631b down and 114 lb up at 4-1-8; 851b down and 1241b up at 5-M, 1131b down and 146 Ib up at 5-7-3, 60 lb down and 129 lb up at 5-11-0. 60 Ib down and 129111 up at 7-11-0, 1131b down and 146 lb up at 8-2-13, and 85 lb down and 1241b up. at 8-10-0, and 631b down and 139 Ill up at 9-8-6 on top chord, and 6 to down and 71b up at 4-", 18 Ill down and 15 It, up at 5-0-0, 33 1b down at 5-7-3, 39 1b down at 5-11-0 , 39 Ill down at 7-11-0. 33 lb down at 8-2-13, and 18 Ib down and 15 to up at 8-10-0, and 6 lb down and 7lb up at 9-8-8 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf). Vert: 1-3=-54, 3-4=-54, 4-5=-54„5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (Ib) Vert: 3=7(B)4=-64(B)5=64(B)6=7(B)12=-6(B)11=-35(B)10=-35(B)9=-6(B)19=-28(B)20=-60(B)21=-60(B)22=-28(B) 23=-18(B)24=-18(B) Walter P. FIonto E No.22889. MiTek US8 Llne FL;C6R 66�4, �9904 Parke EaslBkd TamppFC-998i0' bath: ' March 22,2018 AWARN/NG-VeAlystesign parametem arMRBAD NOTES ON WISANDIMMWW MREKREFFRENCEPAGEMII-7Mmv. 10/10=15BE11%)REUSE R Design valid for use only with MfTeIA connenars. This design is based only upon personalises dawn, and is for an Individual building component, not �®• a truss else. Before use, the building designer must vanfy the applicability of design parameters and popery Incorporate this design imo the overall ��-���YYY■■■ buildingdesign. Bedding inditaledistopreventburklhgofindivldualtmesweband/prchordmembersonly. Additpnaltemporaryandpe,manentbracing MiTek' Is erases required for stability and to prevent collapse with Possible personal injury and properly damage. Forgeneralguidenceregardmgme fabrication, storage, delivery, erection and bating ofbussss and trusssystems,see ANSIrrPlf quality Croatia, DS849 and BCSI Building Component 6904 Parke East Blvd. Saf nyholormation available tiem Tmss Plate ins Me, 218 N. Lee Street, Suite 312, Plexandda, VA 22314. Tampa, FL U610 8.130 s Mar 112018 Mi7ek Industries, Inc. Thu Mar 22 09:10:35 2018 TrussType Oty Pl'T13569638 �Jobl"-Truss 24 GRB SPECIAL 1 1 Job Reference o tienal i was, Inc., ron Pierce, rL 4x4 = Scale = 1:62.4 4.00 12 2.3 II 4x6 = 3x4 = 3.6 = 54 = 9L — 1,s 3x4 = 2x3 II 3x4 = 3x6 = 3x4 =3x6 = 3x4 = 3x4 = 0 I 7W I rEI 2-1 1_0 I -0 I Plate Offsets (X Y)— 13:0-5-4 0-2-01. LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 VerUCT) -0.14 17-18 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT). 0.03 10 Na into BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight 1461b FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5.4-6 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row .at midpt. 4-15 REACTIONS. All bearings 0-8-0. (lb)- Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8).10=-314(LC 8) Max Grav All reactions 250 Ito or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1773/1106, 3-4=-1406/944, 4-6=304/595, 6-7=-304/595, 7-8=-304/595, 8-9=-702/344, 9-10=-719/323 BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406,14-15=-595/429, 12-14=-158/622, 10-12=-196/636 WEBS 3-18=0/331, 3-17=-297/158, 4-17=0/362,4-15=-2076/1313, 6-15=-505/480, 7-14=4131/408, 8-14=1063/625, 8-12=-115/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 ponding. 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 20.0psf 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 5361b uplift at joint 2, 84616 uplift at joint 15, 555 lb uplift at joint 14 and 314 lb uplift at joint 10. - 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 Ito down and 341 Ito up at 5-0-0,100Ill down and 129 lb up at 7-0-12, 100 lb down and 129 Ito up at 9-0-12, 100 Ito down and 129 lb up at 11-0-12, 100 Ill down and 129 lb up at 13-0-12, 100 lb down and 129 to up at. 15-0-12, 10016 down and 129 lb up at 17-0-12, and 100 lb down and 129 lb up at 19-0-12. and 100 lb down and 129 Ill up at 21-14 on top chord, and 83:Ill down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 39 It, down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at 19-0-12, and 39 Ito down at 21-1-4 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 Wal[ar P. Fib6PENo.12839 Mi rek USA; inc FLcert 6896 �4904Parke East Slvd TampaFF338W bale. March 22,2018 AWARNING-Veriryde5,rgnparamer .r READNOMSONMISANDINOLUDWMRIXREFERENCEPAGEMO-74r3rev.ldD l5EEFOREUSE Design valid for use only with MRef® connectors. This design Is based only upon marr etem shown, and is foran individual building component, not a W ss system. Before use, the building designer muslvenify Na applicability of design parameters and properly Insoryo ate this design into the overall buildingdesign. among indicated is to prevent bucdingofindwidueltruss web a�orchoalmembersonly. Additianaltempa aryandpmmanentbrddng MiTek' Is always required forstability and to prevent collapse with possible personal injury and propeM damage. Forgenereiguidemsem irling Ne labdoagon. storage. delivery. erection ant bmcing oftusses and buss systems, me ANSIMPlf Quality creeds, DS849 and SCSI Building Component 6904 Parke East Blvd. Safetylnromra6on availaNetrom Truss PlatelnsNu[,21BN.Lee SV LSuite312,Nl ndria,VA22314. Temps. FL 36610 Job - Truss - Truss Type Qty Ply THE ROYALE ' T13569638 m11324 GRB SPECIAL 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:352018 Page 2 I0:_kfiGCA6bx7j2Syl HDXFw7ye3KK-?hE3HS4g4lxV?9aUPR2bYTwmXV6 MBjtP5?LblFzYQkY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20 Concentrated Loads (Ib) Vert: 3=-160(F)18=-45(F)25=-60(F)26=-60(F)27=-60(F)29=-60(F)30=-60(F)31=-60(F)32=-60(F)33=60(F)36=-13(F)37=-13(F)38=-13(F)39=-13(F)40=-13(F) 41=-13(F) 42=-13(F) 43=-13(F) ,&WARNING-Vedlydeslgn Pammelersand READNOTES ON TNISANDINGLUD®MBEKRFFEBENCEPAGE, 7d3m✓ id032pi58EFORE 113E Design valid for use coy with Wadi cormectors. This design is based only upon peameters shown, and is for an Individual building component, not ��' a buss system. Before use, Me budding designer must verify Me applicability of design parameters and property incoryoate this design IMo fire overall buildingdesign. among Indicatetlisisprevent buckling ofIndividual bussweb andbechord membesonly. Additonaltemporaryndp aermanambacing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgenealguidanceregarding Me fabneation; storage, delvey. erection and seeing of trusses and buss systems, we ANSIl ll Quality omens, DSB-99 and BGSI Building Component 6904 Parke East BIM. Salefylnlurmadon available from Truss Plate Inst ante, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL M610 Job Truss Truss Type - Oty Ply THE ROYALE ' T13569639 m17324 GRC HIP 1 1 o tional Job Reference Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:37 2018 Page 1 ID'_kfiGCA6bx7j2Sy1HDXFw7ye3KK-x3Mgi864cKBDFTksWs53du?1 EJjDfZLYJgiN7zYOkW 1-0-0 8-0-0 13-e-0 17110 2111 27 0 35-0.0 60 -0-0 8-0-0 5-8-0 310.0 3-10-0 5-8-0 ".0 -0-0 C1 d 5x8Mrl8HS = 4.00 12 5x8 W18HS = 2x3 II 3x8 — 3.6 = 2x3 11 Scale=1:60.3 3.5 = 2x3 II 3x8 = 6x70 = 6x10 = 3x6 = as II 3x5 = e-0-0 84}11 2--00 I 35L0 E-0 7185-0 8-0-0 Plate Offsets (X Y)— [3:0-540-2-8] [8:0-5d 0-2-81 LOADING (par) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 11-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(CT). 0.05 9 n1a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS Weight: 15716 FT=O% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD..2x4 SP M 30 WEBS 2x4 SP No.3-Except- 4-14,7-13: 2x6 SP No.2 REACTIONS. (Ib/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-8-0 Max Horz 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Grav 2=423(LC17), 14=3582(LC 1), 9=1194(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purling. BOT CHORD Rigid ceiling directlyapplied or 6-9.3 oc bracing. WEBS IRow at midpt 3-14,5-14 FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-377/225, 3.4=-1093/1954, 4-5=-1093/1954, 5-7=1943/1220, 7-8=1943/1220, 8-9=-2776/1671 BOT CHORD 2-16=-154/317, 14-16=-16O/350, 11-13=-1475/2624,:9-11=-1464/2591 WEBS 3-16=-200/679, 3-14=-2514/1528, 4-14=-641/586, 5-14=-2674/1707, 5-13=-1124/2080, 7-13=-592/548, 8-13=-760/483, 8-11=201/684 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.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft;.Cat. 11; 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 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 299 lb uplift at joint 2, 213316 uplift at joint 14 and 764 Ib uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at 8-0-0, 1071b down and 1731b up at 10-0-12, 107(b down and 173 Ib up at 12-0-12, 1071b down and 1731b up at 14-0-12, 1071b down and 173 lb up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107 lb down and 173 lb up at 18-11 4, 107 lb down and 173 lb up at 20-11-4, 107 lb down and 173 lb up at 22-11-4, and 107 1la down and 173 lb up at. 24-114. and 1821b down and 312'lb up at 27-M on top chord, and 411 Ib down and 242 lb up at 8-0-0, 79 lb down and 1 Its up at 10-0-12, 79 lb down and 1 lb. up at. 12-0-12, 79 lb down and 1 lb up at 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb dawn and 1 lb up at 16-114, 791b down and 1 lb up at 18-114. 79 lb down and 1 lb up at 20-114, 79 Ib down and 1 Ib up at 22-114, and 79 lb down and 1 lb up at 24-114„ and 411 lb down and 242 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WalfeiPi FienPE Nb12B39i MiT6kU$A;Ine. FG'Ce146674 14964 Parke East Blvd: Tampa.FL336W bale: ' March 22,2018 ® WARNING. VWydeslgnpammetersandR NOTES ON MIS ANDINCLUDWMREKREFERENCEPAG NX7 3nry 11YDYi0150EPoRE U3E _ Design valid for use only wdh MiiekW oormedors. Tils design is based only upon parameters strown, and is for an Individual Wilding component not ��- a truss system. Belem use, the building, designer must verilythe applicadliry of design paremeters and properly incorporate 0is design Into the overall buildingdesign.B,acing Indicated is to prevent buckling ofindvidual Wss web eMrorchord membms only. Additional temporary and permanent leasing MiTek- isalwaysrequired foramitnillyand toprevent collapse won possible personal lnlury and property damage. ForgenemlguldanceregaNggthe fetumalon, stmage, dellvery, erection and bmdng of busses and from systems. see ANSITPH Qualify criteria,DSBAg and OCSI Building Component 6904 Parke Eest BIW. Sareylnformadon. av ablefrom Truss Plate Insbtuta,218N.Lee Street,Suite312,Alexandria,VA22314. Tampa, R. 36610 Job - Tress - Truss Type Qty. Ply THE ROYALE ' T13569639 m11324 GRC HIP 1 1 Job Reference (optional) 'ream etis truss, Inc., ron elerce, 1-1 8.130 s Mar 11 2018 MiTek Industdes, Inc. Thu Mar 22 09:10:372018 Page 2 ID:_kf GCA6bx7j2Syl HDXFw7ye3KX-x3Mgi864cKBDFTks Ws53du?1 EJjDfZLiYJgiN7zYQkW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-20=-20 Concentrated Loads (Ib) Vert: 3=-126(B)6=107(B)8=-126(B)15=-50(B)16=-411(B)11=-411(B)12=-50(B)23=-107(B)25=107(B)26=-107(B)27=-107(B)28=-107(B)29=-107(B) 30=-107(B)32=-107(13)33=-50(B)34=-50(B)35=-50(B)36=-50(B)37=50(B)38=-50(B).39=-50(B) AWARN/NG-verily design possession, arNREAD NOTES ON THIS MD INCLUDED MDIXREFERENCE PAW M0Jn3. 140342015 BEFORE USE �/■�' Design valid for use only with Mconnemors. This design is based only upon pammeom shown, aM is for an Individual building component, not truss a ss system. Before use, me building des'sner must verify Me applicability of design parameters and properly Incorporate this design into the ovemli +•�i■o buildingdesign. BmdngindicatedistopreventbucklingofindividualtmmmbandlarchordmembemoNy. Atlditbnaltemporary, and permanent loading MiTek• is aN+ays required for slabiliy and to prevent collapsewith possible personal lnjuryand pmpady damage. Forgenemlguidancemgartlingthe falmndon.storage, tlelivery,erecton antl bmdngof Wsses and wss systems. see ANSUTMI Duality Criteria, DS949 and SCSI Building Component 6904 Podoe East Blvd. Salefyie=Whon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA22314. Tampa, FL U610 Job - - - Truss Truss Type Ply THE ROYALE ' T13569640 m11324 J1 MONO TRUSS 2 1 Reference Job (optional) 0.IJU s Man I zuaa run ex mausmes, mc. mu mar zz ua:lu:s1 zuta rage g 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0' Rep Stress In YES WB 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD :2x4 SP No.3 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Grdv 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. PLATES GRIP MT20 2441190 Weight: 51la FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. 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=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Extedor(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 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 3-64, 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 4lb uplift at joint 3 and 140 lb uplift at joint 2. Scale =1:6.1 Walfer P.0 nPE U6.12838'. MiTak USA;.Inb: Fi Calf 6634 )6904Parke East BND>Tampg,FD3361B'. March 22,2018 ®WARNING-Yedrydaslgnparameters.r READNOTESONMISANDINCLUDWMR REFERENCEPAGEM 7O3rev.1==15BEFOREUGE_ -is Design valid for use only with Mire6@ copriecton:.This design based only 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 the ovemll ` buildingdoorm. Bredngindicatedi.WprevenlbuddirgoflndNidualtmssweba�arehodmembemony. Additional temporary and permanentbmang KWIC Is ah, ays required kn,.iabilily and to prevent collapse with possiNe personal injury and property damage. Forger al gmalance regarding the fabdcatimb ffiomge,delivery, erection and bmdng ofbusses and buss systems. see ANSI?PI1 Quality Crkerfa,D3B-89 and BCSI Building Component 6904 Parke East BNd. Safetylahmmslon available Dom Truss Platelnsti ,218N.Lea Sbeet,Sufte312,Alexandna,VA22314. Tampa, FL 36610 Job - - Truss - Truss Type Qty - Ply THE ROYALE ' T13569641 m11324 J2 MONO TRUSS 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Thu Mar 2209:10:38 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-PGwCwU6jN4J4scJ34ZCIA5YLMjCrOCzmzZFvazYQkV -0 0 2-0-0 1 0-0 2-0-0 —1 Scale =1.7.8 3x4 = 2-0-0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT)-0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 8lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10). 2=-136(LC 10), 4=-3(LC 7) Max Grav 3=42(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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 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-M 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 2816 uplift at joint 3, 13611a uplift atjoinl 2 and 3lb uplift atjoint 4. ,Walter P: Fmi1PEWo.72839; KTA U,SA; In-e;FL'Can 6634 16904 Parke SntBlv&TampaFE33610. Dpte:: .March 22,2018 AWARNING-Vedy desire. parameters and READ NOTES ON MIS MID INCLUDED MREKNEFFRENCEPAGEM arr3 ray. ta'tuvzof5 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters Brown, and is for an individual building compofeid, not a Was system. Before use, the building designer must verify to applicability of design parameters and properly incorporate We design into the overall buildingdeegn. Bracing indicated is to prevent buckling ofind'rvidual bussweband/arcbord members only. Additlonaltempomryandpermenentbraung MiTek' Is always renuiredfor stability and to prevent collapse with possible personal injury aid property damage. For general guidance regarding the fabrication, storage, delive, erecrmn and bracing of trusses and muse systems, see ANSWPII Oua9y Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safeylnformation available from Truss Plate Ireland, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL W610 Job Truss - pe Oty my THE ROYALE - - - - - -- IMON70 T13569642 ml1324 J3 TRUSS 2 1 Job Reference (optional) 6.1JB s Mar l l "Lulu MI I eK Indusmes. Inc. 1 hu Mar 22 09:10:38 2018 Pagel a 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 VerQ1) 0.01 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4.7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matti LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=64/1viechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC 10), 2=-147(LC 10), 4=A(LC 10) Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" Do purling. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Ep C; Encl., GCPl=0.18; MWFRS (directional) and C-C Extedor(2)zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541b uplift at joint 3, 147111 uplift at joint 2 and 4 to uplift at joint 4. Scale =1:9.4 Via lfer P. flnn PE Nb.228W fAiTA U3A, Ind FL Cent 6s17, - 18984 Parke EeeEBlvVrampaFL^83610" Date:: March 22,2018 AWARNINO-VenydeslgnpardmetersandR NOMONWMMD/NCLUDWMN REFERENCEPAWmn.7n3ray.lO 015BEFOREUSE Design valid torus¢ oalywRM1 MiTeM connectors. This design is based only upon parameters shown, and Is for an individual bulking component, not �• a buss system. Before use, the building designer must venfy Ne apialicadlity of design parameters and propedy incorporate this design into the overall buildingdesign. Bracing indicated is to prevent buckling ofindividual truss web arMNrchoN members only. AddM1wnal temporary and Permanent talon, MOW Is always rmubed for slabilityand to prevent mllapse with possible personal injury and property damage. Forgenemiguidanceregardingthe fabdm0on, storage, delivery, erection and bracing of busses and buss systems, see ANSIyrelf Quaft Coterie, DSB.89 and BCSI Building Component Safety Inhmratron available from Truss Plate Insthuk, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Qty. Ply THE ROYALE T13569643 m11324. J4 MONO TRUSS 4 1 Job Reference o donor n.l:fu s Mar 11 2016 MITek Industnes, Inc. Thu Mar2209:10:392018 Page 1 I D:_kr,GCA6bx7j2Sy1 HDXFw7ye3M-tSUa7g7L7xRxUmuFeH7XjJ5So6UM7eD??dJpROzYQkU Scale=1:11.1 3x4 = 4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 MT2. 0 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 flat n/a BCDL 90.0 Code FBC2017/rP12014 Matrix -MP Weight: 14 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 REACTIONS. (lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-8(LC 10) Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ili or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or4-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 3, 161 lb uplift at joint 2 and 8 Ill uplift at joint 4. Watiar P: FInnPE 6122119; MiTey U$A,lnc_F4 Cart 899d ':11906Parke Eest1BlwdTampaFLW611P ,Date.. - March 22,2018 ®WARNING- Vedfydeslgn(nmmerersandR NOMSONTNISANOINCLUDWMIrEKREFERENCEPAGEM 7Q3ro, MAXIVT015B£PoREUSE valid for use only with MirekO connectors. This design Is based only upon parameters shown, and is for an individual building marinaded, not Nil' fund ss system. Before use. the building designer mush verify fine applicability of design parameters and propedy incorporate this design Into the ovemll Wildingdesign. Bracing indicated is to prevent buckling of individual truss web andlorchordmembersonly. Additionaltempo2ryandpermanembaung MiTek' is always mgumdfor stability and to lsravent collapse with possible personal injury and properly damage. For general guidance regarding the fabild ion, storage, delivery, erection and bracing of busses and buss systems, sea ANSI Pll Quality Crgedo, OSB-89 and SCSI Building Component Seretylnfem dion available from Truss Plato l..Mte, 21a N. Lee Str LSO312, AIexandna, VA2T314. 6904 PaM1a East Blvd. Tampa, FL W610 Job - Truss - - - Tmss Type Oty, Ply THE ROYALE T13569644 m11324'. J5 MONOTRUSS 11 1 Job Reference (optional) Gnamners I russ, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 Mrrek Industries. Inc. Thu Mar 2209:10:40 2018 3x4 = Scale =1:12.7 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hon (CT) -0.00 3 n1a n/a BCDL 10.0 Code FSC20171TP12014 Matrix -MP Weight: 1716 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-M oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=104(LC 10), 2=-177(LC 10), 4=-g(LC.10) , Max Grad, 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) 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.Opsf; h=12ft; B=45ft; L=50ftj eave=6ft; Cat. II; Exp C; Encl., GCpl=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 8t 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 104 lb uplift at joint3, 1771b uplift at joint 2 and 9 lb uplift at joint 4. Walter P: Finn FE Noj2839, WiTek USd;1dC: FL;C.e86894: . 1604Pado EzstBl9d.-Tampii 3i 10' bate: March 22,201 S A WARNING. Vedydeslgnparameems endREAD NODES ON MIS ANDINCLVDED MITERREFERENCEPAGEM67Q3.. 16' MISB BsOREDSE Design valid for use only with %7ekO mnnectors. This design is based only upon parameters shown, and is for an individual building oomponenL not �- a truss system. Before use, the buildiry designer must verily the applicability of design parameters and papedy inoo,poate this design into the overall butidingdesign. Beading indicated isto armnatbucdIng ofindividualtrusswebamlbrchord members only. Adddionaltempoary and peimaconibacing MiTek' is alvoys regulred for seablity and to prevent collapse wW possible personal injury and pmpedy damage. Forgenemlguidancoregardingthe fabrication, storage ,delivery. mecbn and bacon oFtrasses and truss systems, see ANS/?PI1Gualify Cdteria,DSBd9and BCSIBuf/d/ng Component 6904 Parke East Blvd. Saferyedionnadon available from Tmss Plate lnsbtule, 218 N. Lee Street Sufte 312, Atexendna, VA 22314. Tampa FL 36610 Job - " Truss Truss Type cry- Ply THE ROYALE T73569645 ml 1324 J6 MONO TRUSS 4 1 Job Reference o tional �ndmuvFe runs, me., rprz rlerce, IL 6.1JU a Mar 11 ZU18 MI I ex Industries, Inc, l hu Mar 22 09: W:4U ZU15 Page 1 ID: _k6GCA6bx7j2Sy1HDXFw7ye3KX.Le2yKABzuFZo6wTRC emFWdeEWits5T8EH2MzSZYOkT 3x4 = 4 Scale = 1:14.3 LOADING (pso SPACING- 2-0-0 cSl. DEFL. in (too) I/dell Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ' Rep Stress [nor YES Wit 0.00 Horz(CT) -0.00 3 n1a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 2011a FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 Sin No.3 REACTIONS. (Ib/size) 3=142/Mechanica1, 2=275/0-8-0, 4=70/Mechanical Max Horz 2=140(LC10) Max Uplift 3=-129(LC 10), 2=192(LC 10), 4=-8(LC40) Max Gmv 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=4.2pst BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefion(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 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12916 uplift at joint 3, 1921b uplift at joint 2 and 8lb uplift atjoint 4. Waltef P. FinnPE'Mo329* MiT6k USA;incrFL'Cart 6$14_ . 18904 Parke Piet BlvdiTampp ligi10 DdIB:. March 22,2018 AWARNING-Verify designpemmefers add READ NOTES ON MIS AND INCLUDED MrrO REFE7!ENCEPAGEMg-7473 ray. 16' =15 BEFORE USE. ' Design veto for use oNywith MiTek®sonnesems. This design is based oNy upon parameters shown. and is loran Individual building component, not a truss system. Before use. Ow building designer must verify to applicability of design parema[ers and smpedy mcamprate this design into the overall buildingdesign. Bracing Indicated Is to prevent bucgingofindNidualtruss webaM/orchoalmemberaonly. AddirnnaltemporaryaMpenmanenlbrecing MiTek' is always reWired for stability and to prevent collapse wit ppssilre personal inluryand property damage. Forgeneralguidanaregandingthe faba9on.storege,deliveq,emennaMbmung&"ses and truss systems, see ANSWPH Ouegy omens, DSB49 and BCS1 Building commensal 69o4 Praha East Blvd. Safety Inform d/on available fmm Truss Plate InstMe.218 N. Lee Street, Sude 312, Alexandda. VA 22314, Tampa, FL W610 Job Truss - Truss Type - - Oly Ply THE ROVALE ' T13569646 m17324 JB MONO TRUSS 17 1 Job Reference (optional) Chambers I toss, Inc.. Fort Pierce, FL 3x4 8.130 s Mar 112018 MiTek Industries, Inc. Thu Mar 22 09:10:41 2018 Page 1 ID:kFvnsnOwY419Zh0_nM3lc6y1J9g-pmKY WgbfYhfj42dli9?okAlm7HbYilTxovWuzYDkS Style=1:17.7 Plate Offsets (X Y)— 12:0-3-14 0-1-8]' LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horc(CT) -0.00 3 run n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD. 2x4 SP M 30 REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Holz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(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 6-04) oc purling. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=59ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-7-3, Interior(1) 2-7-3 to7-10-4 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 par bottom chord live load nonwricurrent 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 3-0-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint3, 226 lb uplift at joint 2 and 13 lb uplift at joint 4. ,Walter KFt16-FEN'0. 2113T I MiTek USAI) i.'FLbait969d :9904Parke EwtSlvd.Tampan32610'. bate:_ March 22,2018 ®WARNING-VerlydeslgnpararnetenandRBAD NOTES ONTNISM131 LGDFD MIrEhr E ENENCEPAGEMII-r4r3me iWDYZ0f5HEPoBE use Design valid for use only whin MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not ��• a house system. Before use, the building designer must ve lythe appiiraNlity of design parameters and propedy incorporate We design into the overall b0dingdesign among Indicated istopreventbucklm,ofindMdualtmsambanVorchoni members only. Additionaltemporaryandpermemotbrecing MiTek' is always named for stability and to prevent collapse w4h possible persmal injury and property damage. For general guidance regarding Ne ffloidown,Manages. delivery. ennown and bracing of trusses and buss systems. we ANSp Plf Qualify Criteria, DSB49 and Bml Building Component 6904 Parke East Blvd. Salerylnformafion avolabla from Truss Plate Institute, 21a N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss - Truss Type .dry, - Ply THE ROYALE ' T13569847 m11324 JA MONO TRUSS 2 1 Job Reference (optional) oneu s mar n ZU15 roll as mcusmes, mc. mu Mar zz uu:1 u:91 zuia vagei 3x4 = 4 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) /deb Lid TCLL 20.0 Plate Gnp DOL 1.25 TC 0.18 Ven(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC, 0.09 , Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 _ Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4 SP ND.3 REACTIONS. (]blaze) 3=45/Mechanica1, 2=150/0-8-0, 4=28/Mechanical Max Hoe 2=73(LC 10) Max Uplift 3=-37(LC 10), 2=-139(LC 10), 4=-4(LC 7) Max Grail 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown Scale =1:8.3 'PLATES GRIP 'MT20 244/190 Weight: 9lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-43 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=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 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 trust; to bearing plate capable of withstanding 37 lb uplift at joint 3, 139 lb uplift at joint 2 and 4 Ib uplift atjoint 4. Wal P: Fin4"PEN622829: rtiTak llS/411fttrFl:;daii fi83A :6904:Parke East Blvd. TampaFL 33619. =Bate:: March 22,2018 AWARNING-Vedrydoslgnpemmelmsand READNOMSONTNISAND/NCLUDFOM?EKN6ERENCEPAGEMO-r4)3rev.i�15BEFOREUSE Design valid for use only with MITeIito Mnneetars. This design is based only upon parameters simian, and is far an adNidual building comPorent, not ��• a truss syatem. Before use, the building designer must verify 0e applimillity of design parameters and pmpedy incorporate We design into the overall building design. Bmdng Indicated is to prevent buckling of individual bass web ardor shod members only. Additional temporary and permanent basing Mffek• is always repaired forstability and to prevent collapse with Possible personal inluryand property damage. Forgenemlguidancen ardingthe fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSITioll Quality Cdler/e, DSB-89 and SCSI Building Component 6g Parke East Blvd. Safely InPonnafion availed. from Tmss Plate Institute, 218 N. Lee stree4 Suite 312. Alexandria, VA22314. Tampa. FL W610 Job Truss - Truss Type Cry, Ply THE ROYALE ' T13569M m11324 JB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:42 2018 Page 1 ID: kriGCA6bx7j2SyIHDXFw7ye3KX-H1AjisADOsp W LEdgJPgE"z5KNwK7yRibXT2LZYQkR -1-2-5 5-5-11 1 2_' 5-511 A 9 3.4 = Scale=1:12.5 5511 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (fee) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.07 4-7 >898 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 ma me BCDL 10.0 Code FBC2017fTP]2014 Matrix -MP Weight 19Is FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=269/0-8-0, 4=63/Mechanical Max Horz 2=114(LC 10) - Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10) Max Grant 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) 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.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and" Comer(3)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 pat bottom chord live load noncencurrent with any other live loads. 3) ' This truss has beendesigned for a live load of 20.Opsf 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 beading plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at joint 2 and 6 Ib uplift at joint 4. Waltsr P: Finn PE No.22t11- fNT¢k USA7ne. F1 Ceit 6a�d. '8904Parke East BNd-Tamparvii3am •Date: March 22,2018 AWARNING-Vedfydeslgnpareme(ersand READNOMS ON TNISANDI11CLUDEDMr'13( FERENCEPAGEMQJ03ree 1d937015BFFOREUSE Design valid for use only with MTaMfoonnedms. 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 veriythe applicability of desgn parameters and property imar omle this design into the overall building design. Betting indicated is to prevent bucelhg of individual truss web OxV., chord members only. Additional temporery and purnanent adding MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdration,storage, delivery, erection and bracing of busses and truss systems, see ANSI?Plf Quality Cdteda, DSB49 and Best Building Component 6904 Pares East Blvd. Sahyleformation available ham Tmss Plate institute, 218 N. Lee Street Suite 312, Mexandria, VA 22314. Tempo, FL M610 Job - Truss - Truss Type Qty Ply THE ROYALS T73569649 m11324 JC MONO TRUSS 2 1 Job Reference (optional) unam0g15 I russ, Inc., YOn Ylsm, YL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 22 09:10:43 2018 Page 1 ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-mDj5zBArBAxNzOBOt7BTt9FC5kwg3SCawFHOanzYQkQ 3x4 = 4 Smile =1:6.2 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 ran n/a BCDL 10.0 Code FBC2017ITP12014 Matnx-MP Weight:.5 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ito/size) 3=11/Mechanical,2=119/0-8-0,4=4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=-138(LC 10) Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purling. SOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=12ft; B=45ft; L=5011; eave=Gft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 noncancurent 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-M tall by 2-" 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 6 Ib uplift at joint 3 and 138 lb uplift at joint 2. Walter P. Finn PE}Yo122* MiTek USd,'1ric; FL Catf 6d4, '9904 Parke East Bjvdr.Tampj3FL 33610' Oais:: March 22,2018 AWARN/NG-Ver/ytl gn ParameMrsendR NOTESONTWSANDINCLuDFDMfrEKREFERENCEPAGEmx7v3 rev. f0'pSZO15 BEFONEUSE Design valid for usa enly win MiTekD oormactors. This design is based only upon parameters shown, and is foran individual Wilding component. not �-�•YY ��• a Was system. Before use, the building designer mustwnfy the applicability Mtlesign parameters and propay Incorporate this resign into the overall building design. Bm6ng indurated is to prevent bucitirg of individual lass web aMfor choN members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent calapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. doWery, erection and breang of lasses and miss systems, see. ANSgTPIf Duality caleda, DSB49 and BCSI Building Component 6904 Parke Fast Blvd. SaPo y horprmaflon available from Trues Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job - Truss Truss Type - - - Oty, - Ply THE ROYALE - T73569650 m11324 KJS MONO TRUSS 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8A30 s Mar 11 2018 MiTek Industries, Inc. Thu Mar 2209:10:43 2018 Page 1 ID: kfjGCA6bx7j2SyIHDXFw7ye3KX-mDi5zBArBAxNzOBOt7BTt9F9Wks?3SCawFHOanzYOkO 2.83 17 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=194/Mechanica1; 2=233/0-11-5, 4=94/Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:15.7 PLATES GRIP MT20 2441190 Weight: 23 to FT=0% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60plate 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 tiuss to Was connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 191 lb uplift at joint 2. 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 (plo Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-toil=-95(F=-20, B=-20),:5=O(F=10, B=10)-to4=-35(F=-8, B=-8) WalterP. Fam PE No22939: MiTek US' Inc: FL Ceit" �8904 Paake n.Mhid. TampaFC3361.U: Aale: March 22,201 S ® WARNING• Varllydesignpamme(ems and READ NOTESONTNISANDINCLUDED MREKREFERENCEPAGEMD-7l crag .1a9Y2015 BEFORE USE ' Design valid for use only with MiTekBcarmaors. This design is based only upon peremeters slawn, and is for an individual building component, not a buss system. Before use, the building designer must vanity Me aMlicabirry of design parameters and properly incorporate this design into the overall buildingdesign. Brecing indicated is to prevent buodir,, ofindividual bussvreb aadbr chord members only. Additional temporery and pemreneat bracing L?ik' is alvvrtsrequired for stability antl to prevent collapse with possible personalMury and property damage. For general guidance regarding thefabrication-storage, delivery, erection antl bretlng of busses antl truss systems, see ANSI/rPN Duality Collars, DSS-B9 and SCSI Building Component e EastBlvd.Safety Information available from Truss Plate las9Wte,218 N. Lee Street, SuXe 312, Massacr e. VA 22314. mpa. FL 36610 Job • Truss Truss Type - pry, Ply THE ROYALE T735fi9651 m11324 KJ8 MONO TRUSS 2 1 Jab Reference (optional) Channeling cuss, Inc., Fort Maros, FL 3x4 = LOADING (par) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 8.l30 s Mar 11 2018 M7ek lndustdes, Inc. Thu Mar 22 09:10:44 2018 Pagel I D:_kfGCA6bx7j2Syl HDXFw7ye3KX.EOHTAXBTyT3EaXmCRgjiOMoMG7DPoq-k9vOa6DzYOkP 3x4 = cSL DEFL. in (loc) Well Ud PLATES GRIP TC 0.21 Ved(LL) 0.08 6-9 >999 360 MT20 2441190 BC 0.25 Vert(CT) -0.10 6-9 >999 240 WB 0.35 Horz(CT) 0.01 5 n/a ads Matrix -MS Weight: 44 lb FT=0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. REACTIONS. (lb/size) 4=90/Mechanical, 2=46510-11-5, 5-409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=223(LC 8) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-875/541 BOTCHORD 2-6=-535/842,5-6=-535/842 WEBS 3-6=-1/287, 35=-923/587 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; eave=6ft; Cat. 11;.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 noncancurrent with. any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 91 Ib uplift at joint 4, 332 lb uplift at joint 2 and 2231b uplift atjoint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 61 Ib up at 2-11-0. 38lb down and 61 Ib up at 2-11-0. 8Ib down and 106 Ib up at 5-8-15. 8 Ib down and 106 Ib up at 5-8-15, and 42 lb down and 145 lb up at 85-14, and 421b down and 145lb up at 8-6-14 on top chord, and 31 Ib up at 2-11-0. 31 Ib up at 2-11-0,11 Ib down and 31 Ib up at 55-15, 11 Ib down and 31 Ib up at 5.8-15, and 31 Ib down and 14 Ib up at 85-14, and 31 Ib down and 141b up at 8-6-14 on bottom 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 (pif) Vert: 14=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 10=80(F=40, B=40) 11=-5(F=-3, B=3)12=-83(F=42, B=42) 13=14(F=7, B=7)14=-21(F=11. B=-11) 15=40(F=25, B=-25) Waller P. Finn PEN6122838: III USA, Ire. FL'Cort 6634 :8904 Parke East Blvd: Tampa FL37810' •bate:: March 22,2018 AWARM1VG-Verly deal9nl=smeters aMREAD NOTES ON MSANe1=11DED MnhEK 1ZEFERENCEPAGE Mg-74Ta rev. la'02Q015 BEFORE USE aseses valid for use any with MTeMeonnectors. ThIs design Is based only upon parameters shown, and Is for an individual Wilding component, not pat a buss system. Before use. the building designer must vanity the applicability of design parameters and properly incorporate thls design into the overall buildingdeagn. Badngindicatedistopreventbuckligofindividualtmeawebarxierchordmembersonly. Additbnaltemporaryandpermanembradng MiTeK Is always mguirad for stability and b prevent collapse with possible personal lnjuryand property damage. Forgeneralguidanceregardirgthe Wrongon, storage. delivery. exertion, and bradng of busses and Was systems,see ANSgTPIf Quality Cdteds, DSE49and East Bul/d/ng Component 6904 PaAe East BNd. Safetylnlarmation. available WmTruss Plata Instihea, 218 N. Lee SbeeL Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty THEROYALE T13569652 m11324 KJA MONO TRUSS 2 �P'YV— 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL U4 = 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Mar 22 09:10:44 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX.EQHTAXBTyT3EaXmCRgjiQMoML7EeovSkevOa6DzYQkP Smile =1:13.6 6.04 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc)I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-" oc_ puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanicel, 2=181/0-9-11, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=-150(LC 8) Max Grav 3=145(LC 13), 2=181(LC 1). 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=165mph (3-secrond gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; 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 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 12916 uplift at joint 3 and 150 lb uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to3=-81(F=-14, B=-14), 5=0(F=10, 8=10)-to-0=-30(F=-5, B=-5) Walter P: li6 fE N6122B18; Al USA, ne. FL Con BOU - •b904 Parke PaatBMd'TampaFL338107 lbatet: March 22,2018 AWARNIW- Vargydesignpvamefers deal NOTES ON. MIS ANOINCLBDID MDEI(REFERENCEPAOE14147473.. IM35015BEFOREUSE. Design valid for use only with WreM connectors. This design is baud only upon pvametem drown. and is for an individual Wilding comporrem, not ®� a Was system. Before use. the building designer must verify the applica illty of design parameters and Moody iniunporme this design into the overall +•Y bulldingdeslgn.Basal, Indicated Is to Prevent Weldhg of ladlvldual ban web smatter choN members only. AdatltionaltemeoaryandpenmaneMbnadng MiTek' Is elwaya required for stable, and in Pevent collapse with possible personal injuryand property damage. Forgenenal guidan a regarding the fabdoaaon.coinage, delivery, erection and bating of mosses and truss systems, we ANSWPH Quellfy Winne, USB-99 and SCSI Building ComPawat 6900 Parke East Blvd. Safefyrnrnrmagan avadablafrem Tars Platetnsmute.218N.Lea Street.Suita3f2.Nl aMda,VA22314. Tampa,FL 36610l Job • Truss Truss Type Qt1( Ply THE ROVALE ' T73569653 m11324 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112018 MTek Industries, Inc. Thu Mar 22 09:10:46 2018 Page 1 ID:_kLGCA6bx7j2Syl HDXFw7ye3KX-IcmO(C6jnBSChLP VExyaLZfXbOXMitOZm7fgzVQkO snln = al l l 4-11.9 LOADING (Pat) SPACING- 2-D-0 CSI. DEFL. in (too) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(ILL) -0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 8C 0.10 Vert(CT) -0.03 4-7 >999 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 171b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=95/Mechanis1, 2=148/0-9-11, 4-46/Mechanicel Max Horz 2=75(LC 8) Max Uplift 3=84(1-C 8), 2=-136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=5011; 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 nonsncument 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-M 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 841b uplift at joint 3 and, 136 lb uplift at Joint 2. 6) 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 (plc Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=67(F=-7, B=-7), 5=0(F=10, B=10)-to-4=-25(F=-2, B=-2) Wager P. Fire PE Nd:22I* NUTA USA,ln"d. FCCert 8604 '6904 Parke East Bhd>TompaFC93610'. March 22,2018 AWARMNO-Varlyde.4gnpvameferaarN DNOTESONTNISANDINCLUDWMRIXNEFERENCEPA0 M0-7W3re, 1d0YtO15BEFORE U3E Design valid for on only was MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building oomporent, not �' a truss system. Burns use, the building designer must verify be applicability of design parameters and popery Incorporate this design into the overall buildingdesign. Bracing Indicated is to prevent buckling ofindividual truss web andbrchord members only. Additbnaltemporeryandpeimanentbou6ng MiTek' Is always reeubut foratsbliity and to prevent collapse with possible personal injury and pmpaM damage. ForganemlguidanoeregaNirgthe febdagon, metal delivery, erection Inc! bracing statuses and Wss systems,see ANSU7P11 Quality Criterta, DSB49 and SCSI Building Comp pion 6904 Parke East BNtl. Safety Inlmrnagon available from Truss Plate Inslion , 218 N. Lee 66ee1 Suite 312, Alexandde. VA 22314. Tampa, FL W610 Job • Truss Truss Type - Ply THE ROYALE ' T13569654 mi1324 MV2 VALLEY �Oty 1 1 Job Reference o Oonal 5.13Us Marll2u16MllexlnCustnes,in0. rhu Mar2209:10:462018 Pagel 4.B0 12 3x4 3 Sole = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (IDc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.26 TO 0.04 Vert(LL) me - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 HDrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4SPNo.3 BOTCHORD REACTIONS. (lb/size) 1=41/2-0-0, 2=30/2-0-0. 3=11/2-0-0 Max Ho¢ 1=21(LC 10) Max Uplift 1=-20(LC 10), 2=-30(LC 10) Max Grow 1=42(LC 15), 2=32(LC 16), 3=22(LC 3) FORCES. (lb)-Max.Comp./Max. Ten. -Aft forces 250(I1a) or less except when shown. Structural wood sheathing directly applied or 2-M oc pudins. 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=12ft; B=45ft; L=5011; eave=6ft; Cat. 11; Fxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load 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. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIMPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at joint 2. Walter P. Finn PENo.228991 hpTak USA,In e.. FL' C9n 9894 :6904 Pa Re East Blvd>TampaFF3367$' ;bate�r ' March 22,2018 AWARN/NG-VerfydeslDnparamafusaMBFADNOTESON.TNISAND/NCLUDMMflEKBEFERENCEPAGEM62n3mv. lilli2015BEFOREUSE Design valid for use only with Walla convectors. This deelgn is based only upon parameters straws, and is for an Individual building consonant, not �• a truss .,Wm. Bob. use, use building designer must verify the applioehiaty of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevent buWn, of Individual Man web and/or chord members only. Additional temporary and pemarmat bracing WOW ehvaya required for stability and to prevent sollapse with possible personal Injury and ac,aM damage. For general guidance regarding the fabdcadan, storage, delive, erection and bracing of =.a end Wss systems, sea ANSDiP11 quality Winds, DS"9 end BCS/ Building Component Sefnry lnforrvsdon available from Truss Plate InsgMe, 218 N. Lae Street. surge 312. Alexandra; VA 22314. 6904 Parke East Blvd. Tampa. FL U610 Job • Truss Tmss Type pry Ply THE ROYALE - T73569655 m11324 MV4 VALLEY l 1 __] Jab Reference o Genet russ, inu., on "errs, rt. 5.130 s Mar 112018 MlTek Industries, Inc. Thu Mar 22 09:10:46 2018 Pagel 3x4 3.4 II 2 3 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.37 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 121b FT=0 LUMBER- _ BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grew 1=112(LC 15), 3=117(LC 15) FORCES. (lb) -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=4.2ps1; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3), This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 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 541b uplift at joint 1 and 721b uplift at joint 3. Walter P.-FinnPE No.22638: kOTek usA,ln2. FL'Cert 6896 6604 Parke Eist Blvd' TampaFL9161ll' Data:. March 22,2018 AWAWW-Ve lYdealgnperarxremendREADNO] ONTNISANDINCLUDWMIrF.KREFFNENCEPACEM 7423nv. 1iVuQ015BFFOREUSE Design valid for use only with MRek® mrvsectom. This design is based only upon parameters shown, antl is loran Individual bulltling component, not 0 tries system. Below use, Me building designer must verify Me applicability of design parameters and properly incorporate 019 design me the overall ■■■ff belldingdesign. Bracing Indicated is to "vent balding of individual truss web ancilor chord members only. Mditbnaltempaurya,MpermarentbmUng MiTek- Isalways requimdfor stability, and to pmveM collapse who passible Personal muryand property damage. Fargeneraguidanceregardi,gthe fabd®don.storage,delivery,ersc0oneho DrzGnp of trusses antl Wse systems. see ANSI/roll Quality Cdteda,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Sehtylnhomew/b. available Dom T. Plme lnsgMe, 218 N. Lee Stre L Suite 312,Alexandda, VA 22314. Tampa, FL U610 Symbols PLATE LOCATION AND 1374 . Center plate on joint unless x, y 4 .. offsets are'ndicated. Dimensions are in t_in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11R • For 4 x 2 orientation,locate plates 0- Vid from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 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 I Indicated h symbol shown and/or by text in the bracing section of the output. Use' Tor 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: l ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard forj Bracing.. BCSI: Building Component, Safety Information, • Guide to Good Practice for Handling, Installing $ Bracing of Metal Plate Connected Wood Trusses.:. Numbering System 648 I I dimensions shown ftxteenths (Drawings not too scale) ❑ K O U a O BOTTOM CHORDS JOINTS ARE GENERALLY. NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. - Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet. Mll-7473 rev. 10103/2016 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 mayrequire bracing, or altemative 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/TPI 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 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-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 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 ANSIlTPI 1 Quality Criteria.