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HomeMy WebLinkAboutTRUSS PAPERWORKM Eve MiTek' Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1766400 - 1766400 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33616-4115 Customer Info: Project Name: Hunter Model: Cabana Lot/Block: - Subdivision: - Address: 3109 NW Radcliffe Way, - City: Palm City State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 SCANNED Code: ASCE 7-10 Wind Speed: 160 mph �� Roof Load: 55.0 psf Floor Load: N/A psf at, LUPiY Y'fi71 ift This package includes 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18347453 A01GR 10/11/19 2 T18347454 A02 10/11/19 3 T18347455 A03 10/11/19 4 T18347456 HJ7 10/11/19 5 T18347457 J1 10/11/19 6 T18347458 J3 10/11/19 7 T18347459 J5 10/11/19 8 T18347460 J7 10/11/19 9 718347461 101 10/11/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these taus component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is.for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, -the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,"pturingq OW-li At N VF��ii 8182 ' STATE OF �� AC O P :;�,�� pt<`••. OR\. 0 SS�ONA„S00' Joaquin Velez PE No.68182 Mlrek USA, Inc. R. Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2019 Velez, Joaquin 1 of 1 Job - Truss Truss Type - Ply T18347453 1766400 AO1GR Hip Girder �Oty 2 1 �1766400 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries. Inc. Fri Oct 11 08:25:35 2019 2xI Exit = 6x8 = C `r 11 - 3-7.5 7.0-0 I 9-0.0 I 121,11 I 10 NN 3-4-11 3-7-5 Scale =1:34.9 n I� Plate Offsets (X V)-- 11:0-2-2 0-1-01 I6;0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 2-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.17 2-8 >999 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.15 Hom(CT) 0.06 5 n1a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 89 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1622/0-8-0, 5=1622/0-8-0 Max Horz 2=-123(LC 5) Max Uplift 2=-643(LC 12). 5=-643(LC 8) Max Grav 2=1751(LC 45). 5=1751(LC 49) FORCES. (Ib) -Max. CompJMax, Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-0=-2771/993, 3-4=-2467/935, 4-S=-2771/992 BOT CHORD 2-8=-835/2407, 7-8=-837/2424, 5-7=-833/2404 WEBS 3-8=-90/410,4-7=-90/410 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 64-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opst h=13ft; B=34ft L=18ff; eave=4ft; Cat. II; Exp B; Open, GCpi=0.00; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6431b uplift at joint 2 and 643 lb uplift at joint 5. 7) Hanger(s)-or other connection devices) shall be provided sufficient to support concentrated load(s) 528lb down and 398 Ib up at 7-0-0, and 5281b down and 398 lb up at 9-0-0 on top chord, and 2941b down and 1041b up at 7-0-0, and 294 lb down and 104 Ib up at 6-114 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: i-3 -90, 34=-90, 4-6=-90, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-310(B) 4=>310(B) 8=259(B) 7=-259(B) :O`%,��P�G E No 68182 Q . S F : 4/ i U Joaquin Velez PE No.68182 MiTek USA, Inc. FL Dert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: October 11,2019 AWARNING-Verify design peremetersendREADNOTESOM MSAND /NCLUDW M(IEKREFERANCEFAGEMM174n.re .. lae22p1SBEFOREUSE Design valitlfor use oIy wiI0nkl1 connectors. third Ign Is based on] upon pommetersshown,antl6foranIEduol builtling component, not � xnIf0 b huss system. Before use. the buliding designer must vetlfy the applicablllty ottleslgn parameters and prope4y Incorporate thb devgn Into ttre overall builtling tla'on.Braoing-INo-t latOvrevent buckling of lndNlduol truss web and/or members oNy. Atltlinonal temporary and bratlng MiTek' chord permanent Is always required for stablllN antl to prevent collapse wim possible personal INury antl property tlamage. For general gultlance regarding the fabrication, storage, delivery, erection antl bracing of trusses and puss systems _.MS711 CuoOy CMnb; DSM9 end aC51 auSat Cempen n 6904 Parke East BNtl. Sol ty Nfoenalbrxrvoilob,. from Truss Poste InstlMe, 219 N. tee Sn at. Suite 311 Alexandria VA 22314, Tampa, FL 33610 Job Truss Truss Type - - Oty - Ply 1766400 T18347454 1766400 A02 Common 8 1 Job Reference (optional) Builders Hrst source, Plant City, FL - 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Fri Oct 11 08:25:36 2019 Page 1 ID:Igeuw7w69pTAR2E56b5G9kyV9F= YIMEnSpMTSksYyJsh6DO13 VVchFBSKmFMN48wyUY4j -2.0.0 8.0.0 16-0.0 18-0.0 2-ail 8-0-0 I 8.0-0 2-0-0 5x6 = 2z< Scale = 1:34.3 X4 II ]T Plate Offsets (X,Y)-- [1:0-2-2,0-1-0][2:0-2-0Edgel, [4:0-2-0Edge] [5:0-2-2 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdafl L/d PLATES GRIP TCLL 30.0 Plate Grip.DOL 1.25 TC 0.51 Vert(LL) -0.07 26 >999 240 MT20244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Ved(CT) -0.16 26 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Hom(CT) 0.02 4 n/a n(a BCDL 10.0 Code FBC2017/TPI2014 Matdx-S Weight: 86lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Ili 2=1053/0-8-0, 4=1053/0-8-0 Max Horz 2=-136(LC 5) Max Uplift 2=-330(LC 12), 4=-330(LC 8) Max Grav 2=1122(LC 21), 4=1122(LC 25) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1245/358, 3-4=1245/358 BOT CHORD 26- 179/1002, 4-6=-179/1002 WEBS 3-6=0/353 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; B=34ft; L=16ft; eave=4ft; Cat. II; Exp B; Open, GCpi=0.00; MW FRS (directional) and C-C Comer(3) -2-0-0 to 1-0-0. Exterior(2) 1-0-0 to 8-0-0, Comer(3) 8-0-0 to 11-0-0, Exterior(2) 11-0-0 to 18-0-0 zone;C-C for members and tomes & 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 chard live load nonconcurrent with anyother live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 330 lb uplift at joint 2 and 3301b uplift at joint4. - oPQui..... .� � . •LENS . � .� No 68182 ► 0: :ir=- �90; S OF :�4U S,c..�H�OPCjN ONA �CNU %10p Joaquin Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2019 ,&WARNING - Verlrydeslgnparamerereand RE4O NOTES ON TN/SANOINCLUDEOMmEKREFERANCEPAGEM674larev. 14614015BEFORE USE Design valid for use only with Meek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a hum system. Before use, the building designer must verity the applicability of design parameters and prope4y Incorporate miss design Into the overall bustling design. Bracing indicated is to prevent buckling of Individual miss web and/or chord members only. Addilional temporary and permanent bracing MiTek' Is always rsquired far stolorty and to preventcollppse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and hum system& seeANSprPII Quay CreMo, DSe-09.and BCSI Building Component Safely Infotmatbmvo0obie from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexontltla VA 22314. 6904 Parke East Blvd. Tampa, R 33610 Job Truss - - Truss Type - - -'- - cry Ply 1766400 T18347455 1766400 A03 Common 2 1 Jab Reference (optional) Builders First source, Plant City, FL- 32566, 7xIC 8.240 s Jul 142019 MiTek Industries, Inc. I'd Oct 11 08:25:37 2019 ID:Igeuw7w69pTAR2E56b5G9kyV9F_ OVwc7Rq_Dmsj96u2FpkdaG2fb5dpBnYITOE& 5.6 1-se 6-5-0 14-5-0 1-SB 4-11-8 B-0-0 Scale=1:28.4 ra II ]o Plate Offsets (X Y)-- [110-1-2 0-2-121 [3:0-2-0,Edge1 14:0-2-2 0-1-0] [6:0-0-0 0-2-12] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.10 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.24 3-5 >697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 731It FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 -Except BOT CHORD 2-5: 2x4 SP No.3' OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=744/Mechanical,.3=990/0-8-O' Max Ho¢ 6=-164(LC B) Max Uplift 6=-178(LC 12). 3— 321(LC 8) Max Grav 6=775(LC 30), 3=1059(LC 25) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1009/318, 2-3— 1020/299, 1-6=-698/269 BOT CHORD 5-6=-122r797, 3-5=-12PJ797 WEBS 2-5=0/294 Structural wood sheathing directly applied or 5-7-14 oc pudins, except end verticals. 'Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; B=34ft; L=16ft; eave=4ft; Cat. II; E1p B; Open, GCpi=0.00; MW FRS (directional) and C-C Comer(3) 0-2-12 to 3-2-12, Extedor(2) 3-2-12 to 6-5-0, Comer(3) 6-5-0 to 9-5-0, Extedor(2) 9-5-0 to 16-5-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer to gifder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1781b uplift at joint 6 and 321 Ib uplift at joint 3. .P G E N 'Fl No 66g�8/1/A82 AIL rr Joaquin Velez PE N6.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: October 11,2019 O WANNWG-V-dtYdes/g-P.tersandfi ADNO7ES ON TUn ANDMCLUDEDMREKNEFENANCEPAGEMIP74)ere.. 10N3t1O160EFONEOSE volt Design valid tar use only wiIn MReA®connectors. this tleAgn is based only upon parometers shown. Gnd a for on IndMduol bulltling component. net Et p nuss ra eetore use, me building designer musiverlN the pppllcpblley of design porometeu antl properly Incorporate ihb design Info ttie overall bull6ing design. Bracing lndlcatetl is to prevenibucWing of lndlNdupi husswe6 antl/orcherdmetubers only. Adtliflonal temporary and permanent bracing MiTek' Is always required for sfablliry antl to prevent collapse with possible personal -and propeM damage. For general guidance regarding he /gbrlcctlon. storage: delivery, erection and brocing of inures and buss systems. seeAN$I/IPiI CeoiMIryy CMtM, DSed9 wd SCSI 6u1dh1p Gmpontanl 6904 Parke East BNd. Safety Infurmatbrgv."able from Truss Pict. ImilNta, 218 N. Lee Sheet Suite 312. AJexpntlrla, VA 22374. Tampa, FL 33610 Job - - - Truss - Truss Type - Oty Ply 1761410 T78347456 1766400 HJ7 Diagonal Hip Girder 4 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mrrek Industries, Inc. Fri Oct 11 08:25:38 2019 Page 1 ID:Igeuw7w69pTAR2E56b5G9kyV9F_.UhU Cnrc 4 anGTEoXFs7UagMVzMwEzBigsBDoyUY4h 5-10.9 i 94&5 5.10.9 3-10.12 Scale: 1/2'v1- 8-3-1 8-3.1 Plate Offsets (X,Y)-- f1:0-2-2,0-1-01. f2:0-1-2,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.27 2-6 >413 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.58 2-6 >195 180 - SCLL 0.0 ' Rep Stress Incr NO WB 0.10 Hoa(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Maldx-S Weight: 55 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 8-9: 2x4 SP No.3 REACTIONS. (lb/size) 4=267/Mechanical,.2=701/0-10-15, 5=241/Mechanical Max Ho¢ 2=195(LC 12) Max Uplift 4= 115(LC 12), 2=-439(LC 12). 5=-113(LC 12) Max Gmv 4=298(LC 44), 2=937(LC 44), 5=298(LC 51) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528/423 BOT CHORD 2-6=-268/309 WEBS 3-6=-387/336 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 off puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opst h=13ft; B=34ft; L=16ft; eave=4ft; Cat. 11; Exp B; Open, GCpi=0.00; 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 nonconcurmnt with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 4, 439 lb uplift at joint 2 and 1131b uplift at joint 5. 6) Hanger(s),or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 Its down and 316 Its up at 1-0-1, 156 Its down and 316 Its up at 1-6-1, 931b down and 79 Its up at 4-4-0, 93 Its down and 79lb up at 4-4-0, and 192 Its down and 1681to up at 7-1-15, and 1921b down and 1681b up at 7,-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 to down at 4-0-0, 12 lb down at 4.4-0, and 36 Ib down at 7-1-15, and 36 lb down at 7-1 AS on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, (bads applied to the face of the truss are noted as front (F) or back (9). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 2-5=-20 Concentrated Loads (lb) Vert: 1D=196(F=98, B=98) 12- 53(F=-27, B=-27)15=-36(F=18, B- 18) ....IN rVFZF f-,' pENs N^o1�68182 ►T: /AA IA�� �d'� F OR1�PC?�C Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa R.33610 Data: October 11,2019 Q WARNING- Ver/fydeslgnpareinetersend FEAONOTESONTN/SANDMCLUDEDMREKRUERMCEPAGEMX74mmI 10=015D£FONEUSE �■�• Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify hre opplicablllfy of design parameters and properly Incorporate this design Into the overall build ng design. Bracing Incanted is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fob0cotion. storage, delivery, erection and bracing of busses and huss system, seeARSIMII Cue1Vy Criteria. DSS49 and BCSI budding Component Safety Infonnatbrrnailabie from Taus Plate Insfitule, 218 N. Lee Sheet. Suffe 312, Alexandria, VA 22314. i•.��q MOW e904 Parke East BNd. Tampa, FL 33610 Job Truss - Truss Type Dty Ply J 1766400 - T18347457 1766400 J1 Jack -Open 8 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Fri Oct 11 08:25:392019 Page 1 ID:Igeuw7w69pTAR2E56b5G9kyV9F_ yt2M07sEIN6RP020MEm501751 vOmfinKxKbldEyUY4g -2-0-0 2.0-0 Scale = 1:9.2 b Plate Offsets (X,Y)-- 11:0-2-2 0-1-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC OA7 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ven(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code F13C2017/TPI2014 Matrix-P Weight 12 lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-167/Mechanical, 2=445/0-8-0, 4=9/Mechanical Max Holz 2=69(LC 12) Max Uplift 3=-193(LC 21),2=-229(LC 12) Max Grav 3=94(LC 12), 2=507(LC 21), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Old) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=13ft; B=34ft; L=16ft; eave=4ft; Cat. II; Exp B; Open,.GCpi=0.00; MW FRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 193 Ib uplift at joint 3 and 229 lb uplift at joint 2. No 68182 *: :* Sf..R OF siONA11 ' &%% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 11,2019 QWARNING-VeH1ydsd9.pa..Mraend READNOTES ON MIS AND MCLUDWMIFEKRE R4NCEVAGEMX74MnW.. 1N0Y1015aEFONE USE Design volld for use only wi n M'70 connectors. 2 tleslBn Is based only upon parameter shown, antl Is for on Intllvitlual bulltling component. no' v truss system. Be/ore use. Me bulldh9 designer mustveety the pppllcably" of design aerometers antl prope4y Incorporate ihh tleslgn Into the ovemit building tleslgn. Bracing lntlicotetl 6to prevent buckling of lndNltlual trussweb antl/orchard members only. Atldinonal temporary and permanentbmcing R always requlretl for stability and 'prevent collapse wIM pos4ble personal Injury antl propeM tlamage. For General Buitlance regartllnB the fobrko,. , storage: d.".,. erecnon and bracing of fnssea and truss systems seeANSU1Pl1 Du QdIprIO, DSed9 antl BGSI luldhg CompontrM SObly WormatbrxIDolloble ham Truss Rote Institute. 218 N. Lee Street Sure 312 Alexpndd. VA 22314. M�' MiTek' e904 PeMe East Blvd. Tampa, FL 33610 Job I ITruss Truss Type -' - Oty Ply T78347458 1766400 J3 Jack -Open 8 1 �1766400 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Id Oct 11 08:25:40 2019 Page 1 1D:Igeuw7w69pTAR2E56b5G9kyV9F_-04cldTwWhEIO2ddwylKCvgFOJly091 UA UlhyUY4f -2.0-0 3.0.0 ' 2.0.0 3.0.0 Scale = 1:13.4 Plate Offsets (%Y)-- (1:0-2-2 0-1-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0: Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 Be FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=23/Mechanical, 2=447/0-8-0, 4=26/Mechanical Mass Holz 2=114(LC 12) Max Uplift 3=-26(LC 12). 2=-192(LC 12) Max Grav 3=33(LC 21). 2=497(LC.21), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf•, h=13ft; B=34f: L=16ft; eave=4ft; Cat. II; Exp B; Open,.GCpi=0.00; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 told 1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed) for a 10.0 psf bottom chord live load nonconcuvent 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-" 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 26 lb uplift at joint 3 and 192lb uplift at joint 2. �III11111/// ` ,,�.oPQu(N ��.J . V\ O E N 8F• No 68182 4fR I `S�O N A11;l .0 Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cart 6634 6904 Palm East Blvd. Tampa FL 33610 Date: October 11,2019 ®WARNING- Vedfy Jeslgnparamefem andfi AD NOTES ON THISANO MCLUOEOMMEKREFENANCEPAGEMIL14M rev. 1e=015eEFONE USE �- Deslgn valid for use only wIM MReIM connectors. this tlesign b based only upon parameters shown ontl Is for an IndNlduel building component, not w truss system. Before use, the build tleslgner mull verlN Me applicpblliry of tledgn Parameters ontl properly incorporate this tlesign Info the overall building tlesign.&acin8 htllcofed6 toprevenf bucNing of individual truss web and/or chord membersPNy. Additional tamporory ontl permanent bracng Mirek- tsalwaysrequlretlforsfablliry�ntltopreventcollapsewlMpossiblepersonalNluryandpropertytlomaga. For general gultlpnce regOcing fha fobecotion storage. delNery. erection ontl bracing of trusses and buss systems,see/W3U8'11 CuaOy Crtl�b, DSB419 and eC3l lWldhp Componrrnt 690,1 Palle East BbE. Sabty hfomralbrpva 1.ble ham Truss Plate Jmffuta 218 N. Lee Sheaf. Sulfa 312, Alexontlrio. VA 2231 d. Tampa. FL 33610 Job '- - -- Truss Thus Type OfY Ply T78347459 1766400 J5 Jack -Open 8 1 �1766400 Jos Reference (optional) ounoers Fusr Source, ream uny, FL- zzbba, 8.240 s Jul 142019 MiTek Industries, Inc. Fri Oct 11 08:25:41 2019 Page 1 ID:Igeuw7w69pTAR2E56b5G9kyV9F_-uG97rptUH7M9ejCpUfpZk6COmi217cGdOe4rg7yUY4e -2-0-0 5-0-0 2.0.0 5-0-0 ' LOADING (pso SPACING- 2-0-0 CS'. DEFL. in (too) Udeft L/d TCLL 30.0 :. Plate Gdp DOL 1.25 TC 0.22 Vert( -0.03 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB b.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2017[rP12014 Matrix-P LUMBER - TOP CHORD 24 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) '3=154/Mechanical.2=516r0-8-0, 4=46/Mechanical Max Horz 2=160(LC 12) ` Max Uplift 3=-106(LC 12), 2=-196(LC 12) Max Grav 3=187(LC 21), 2=567(LC 21), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1AT5 PLATES GRIP MT20 2441190 Weight: 29 lb FT=20% BRACING - TOP CHORD .Structural wood sheathing directly applied or 5-0-0.oc pudins. BOT CHORD Rigid ceiling directly. applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; B=34ft; L=16ft; eave=oft; Cat. 11; Exp B; Open,.GCpi=0.00; MWFRS (directional) and C-C Exlerior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 3 and 196 lb uplift at joint 2. O� ppQU1111 �NEN ^VF<<c��i No 68182. act••. r- .: jZ S C, % p'Ar /0NA1_ E�%*% Joaquin Velez PE No.68102 MTek USA, Inc. FL Cent 6634 69D4 Puke East Blvd. Tampa FL 33610 Date: October 11,2019 Job Truss Truss Type - Oty - Ply - -- T16347460 1766400 J7 Jack -Open 4 1 �1766400 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Oct 11 08:25:41 2019 Page 1 ID:Igeuw7w69pTAR2E56b5G9kyV9F_ uG97rptUH7M9ejCpUfpZk6CN5i T7cGdOe4rg7yUY4e LOADING (psf) SPACING- 2-0-0 C51. DEFL in (loc) Udell L/d TCLL Plate Grip DOL 1.25 TC 0.39 Ved(LL) -0.11 2-4 >695 240 to TCDL 15.0 Lumber DOL 1.25 BC 0.57 Ved(CT) -0.23 2-4 >347 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=260/Mechanical, 2=610/0-6-0, 4=66/Mechanical Max Hoe 2=206(LC 12) Max Uplift 3=-171(LC 12), 2=-214(LC 12) Max Grav 3=312(LC 21), 2=665(LC 21), 4=132(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:21.4 PLATES GRIP MT20 244/190 ' Weight: 37 lb FT=20% BRACING - TOP CHORD Struct0ral wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.0ps1; h=13ft; B=34ft; L=161t; eave=oft; Cat. II; Exp B; Open, GCpi=0.00; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for alive load of 20.Opsf on the bottom chord in at I 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 171 lb uplift at joint 3 and 214 Ito uplift at joint 2. ``I/II111111/// OPQUIN J pENS No 68182 _-n (�Ii Joaquin Velez PE No.68182 Welk USA, Inc, FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 11,2019 QWANNING-Vedrydeslgnperemetersand NEADNOMSONWISANDMCLUDEDM?£KREFEHANCEPAGEMb)4AreefMlY10156EFONEUSE Oesign valid for use ony v m Mffek connectors.ThisdesignIs basetl only upon parameters shown, and Is for on IntllNtlual building component, riot •a fruss system. Before use, the bull0ing designer must verify the oppllcablllty of tlesign parameters and properly Inwlporafe this tlesign Into Me overall bulloing design. Bracing lndIcafed p to prevent bucklingof Intlivltlu0l truss web and/or chord mamberseniy. Additlonalfemporary and permanentbmd"g Is always required for stability and toprevent collapse with possible personal lnlury antl propeM damage. For General gultlance regarding the tobticolion. storage; OelNery, erection antl bracing of busses and buss systems. seeAN6VIP11 Cuo@y CMnk+, DS6-W end aC31 IIu,dMD C .PONDI so inloonprito o0oble ham Trussnote Institute, 218N. Lee Sheet Sulte 3, Ale.. on. VA 22314. MiTek' 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type DAY Ply 17fi6400 T78347461 1766400 Mt JACK -OPEN 2 1 Joti Reference (oolionall Builders Plrsr SOurCO3 Plant Glty, FL- 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Fit Oct 11 08:25:42 2019 Pagel I0:Igeuw7w69pTAR2E56b5G9kyV9F= MSjV28u721U7Gtn71 NKaHKIeJ6Sds3WmdlgOMZyUY4d -2-a-0-0-11-0 1.0.0 1-1-a 0-IT-01.0.0 -' 5.00 12 2 3x4 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Ven(LL) -0.00 1 Nr 120 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Verl(CT) -0.00 3 n/r 120 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 n/a File BCDL 10.0 Code FBC2017/rP12014 Meldx-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=122/Mechanical, 3=.O/Mechanical Max Horz 2=130(LC 21). 3=-142(LC 21) Max Uplift 2=41(LC 12) Max Gmv 2=135(LC 21) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:7.7 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD"=S.Opsf; h=13f ; B=34tt; L=16ft; eave=4N; Cat. 11; Exp B; Open, GCpi=0.00; MWFRS (directional) and C-C Exterfor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 Ib uplift at joint 2. QUIN No 68182, � r -10 t : X - Dale: October 11,2019 Q WARNING- Verily Ebsl9n paramefere and READNOTES ON MXANDINCLUDEDMrTEKREFERANCEFAGEM674M rev. fa9a401SBEFOREUSE. Design valid for use only with MaekO connectors. Ris design Is based Only upon parameters shown and Is for an Individual building component, not A huss system. Before use, the building doNgner must verify Me oppllcalithy of design parameters and properly Incorporate his design Into the overall building deign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage; delivery, search and bracing of busses and truss systems seeANSN1P11 Quo 01y Cr6edo. D3849 and SCSI Buldbp Component Safety Informatlorrovollable from Truss Plate institute, 218 N. Lee 69M Paris East Blvd. Tampa, FL 33610 Street, Suite 312, Alexandria VA 22314. Symbols - PLATE LOCATION AND ORIENTATION 1 3j4 Center plate on joint unless x, y offsets are Indicated. Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0111d' I For; or 4 x 2 orientation, locate plates 0-'10 from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. 'Plate location details available in Mirek 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 -7 Indicated by symbol shown and/or by text in the bracing section of The output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown Is. for crushing only. Industry Standards: ANSIITPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions (Draw shown t ftsc sixteenths III (Drawings not to scale) 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 NUMBERSAETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MiTek' MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3.. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses willbe suitably protected from the environment in accord with ANSIf-P11. 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, preservoWe 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, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respect& equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design, 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff 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 ANSI/TPI 1 Quality Criteria. a�1 o 1N J1 J3 J5 A01GR A02 J1 J3 J5 o A02 A0 0 0 o M 1' 0 3/4" 3 0 A 3 1' 0 3l4" oil A02 1' 1 1/2" 0 Tn A02 A02 A01GR J5 J3 J1 J5 J3 J1 16' 0" 16' 11" �0 � _0 Fa, (0 M m ® r c i A 12 TVP. END 5f 1rw ro :u mu nv u vu w�iu°Limi ess sas uxuss CAUTIONIO N.E�row x.ww.: erce9 °iw ex�vrcnn rau.a° ]°aiw°�iw mM1"m�,W�Wr �j n°4u sumac Pemnnlel Builder° LLC awmcr: r4G4Ed°: ],O NW R.bL11ffE NE O /B IXL vum cm caxrt rwmxm o m n r: ,mum wm: ,svrnr rcuF: Louffftm FRslSo uce .° . 'r°L°]�N�" Iv II 16' 0" o J1 J3 A01GR A02 J1 J3 — o - - XJ5 A02 A02 1' 1 1/2" o M1 M1 1' 0 3/4" 0 m WA03 A 3 0 1 0 3/4" O AUZ A02 A02 A02 A01GR J5 J3 J1 J5 33 J1 � 16' 0" 16' 11" 70 m I 12 TYP. END 5r REVIEWED FOR CODE COMPLIANCE 5Te LUCIEp/COUNTY BOCC HANGER LEGEND SHOWN ME HTU26 UNLESS s WGERS SHOWN ARE HHUM WIND FORCE RESISTING SYSTI M=4 HYBRID IMPORTANT MCET•10 ThLsMart Be Ap RISE CAW&ORY B RalumWtllmatl Balms Fahrlc TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF 3OTT0M CHORD LJyE LOAD NONCONCURRENT WITH WY OTHER LIVE LOADS Approval Of Plan. SIGNATURE BELOW INDICA NOTES AND DIMENSIONS BEEN ACCEPTED. ROOF LOADING FLOOR LOADING TCLL: SO PSF TCLL: PSF TCDL 15 PSF TCDL: PSF BCDL: 10 PSF BCDL PSF By Dat TOTAL• 55 PSF TOTAL- PSF DURATION: 125 DURATION: CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WRHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCIAI SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. II4. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO I NUMBER OF GIRDER PUSS AND AILING SCHEDULE I BEARING BLOCK REQUIREMENTS. I SCAB DETAILS (IF REQUIRED) I UPLIFT AND GRAVITY REACTIONS. WARNING BacychMgm Wlll Not Se A ptatl Ro,amlloss of F"ult Without Prior Nouncauon By CuMcmer WIUOIn 413 Hours And M.M1,11on By BUBtlers FImLSoume. NO EXCEPTIONS. 1e Gonerol Contractor U Responsible or All C"nnectlons Other Then Truss to Truro. Gabto Shoar Wall, Antl Connectlons. Tompmary And •omanem Shooing, And Ce1Ung And Roof DiephmOm CennOCUons. SMAMED BUILDER: PROJECT: HUNTER RES POOL CABANA 3109 HW RADCLIFFE WAK: D PALM CRY MARTIN co JG 17m— 0 9/19 SCM-E:1 NTS REWSIONS: 1. 2 3 4. LFerstSo�u m 701 S. KINDS HIGHWAY FORT PIECE. FL 34945 Ph. (M)•461 5475