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TRUSS PAPPERS
�® Lumber design values are in accordance with A I 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® -r--Nr�4 RE: 73196 - Harbour Ridge Maintenance MiTek USA, Inc, r Site Information: 6904 Parke East Blvd. Customer Info: Proctor Construction Company Project Name: Lifestyle Center She�P�lAode1�10-a115 Lot/Block: Subdivision: Address: unknown City: St. Lucie County State: FL Name Address end 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: FBC2014/TP12007 t Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighlI Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date II JT7918646 A 1/20/016 12 I T7918647 I Al 1/20/0161 13 1T7918648 GRA 1/20/016 14 1T7918649 IJ7 1/20/016 15 IT7918650 IJ3 11/20/016 16 I T7918651 1 J5 1 /20/016 17 T7918652 J7 1/20/016 18 T7918653 IKJ7 11/20/016I SCANNED BY St. Lucie CountV The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown 'on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. JAN 2 6 RECD _D 4 A r11111 q<e,,'G .` Z •' G E N, • 92'� 3 0 S9 STATE OF :�41] %�n�, O R t O P' 6SS/0NA� 1E��``� Thomas A. Albani PE No.39380 Mlrek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 20,2016 Albani, Thomas 1 of 1 Job toss Truss ype y Ply HaAour Ridge Mainienanro T 918646 73196 A HIP 2 1 Job Reference factional) Chembera Truss, Fort Pierce, FL I 6-36 4x4 = 4x4 = Scale = 1:35.7 3x5 = 3x6 = Sal = 3x4 = 3x5 = LOADING(pst) SPACING- 2-0-0 CSI. DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TIC 0.21 Vert(LL) -0.09 9-17 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(rL) -0.25 9-17 >969 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.11 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wmd(LL) 0.05 9-17 >999 240 Weight: 891b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purling. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. fib/size) 2=767/0-8.0, 7=767/0-8-0 Max Horz 2=197(LC 7) {I(L�,](J� Max Upllft2=-523(LC B), 7=-523(LC 8) FILE (�JFORCE 0 Ob) or less xcept WBCH D 3- 0C315318,4-10=P052944. 95205290,2, a = 5/3Ben shown. TOP CHORD 2-3— 1105744, 3-4=-895/663, 4-5=-762/618, 5-6i= 895663, 6-7=-1105744 BOT CHORD 2-11=-525944,10-11-526/944, 9-10=-313/762, 7-9=-52G929 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=13ft; B=241C L=20ft eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate dralnage to prevent water ponding. ,`�� $ A 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. ,� �P 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 % %0 N fit between the bottom chord and any other members. %% : ��, 6) Provide mechanical connection (by others) of thus to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except Ut=lb) 2323,E 7=523. No 3931 7)'Seml-dgid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. -'etir /DNA,'`I%-%' Thomas A Abahl PE No.39380 Mtlek USA, Inc. A. Can 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: January 20,2016 A WARNING - Vedly dosign parameters end READ MOMS ON 10116 AND INCLUDED MNEK REFERANCE PAGE MD7473 rev. IoA13GaISGEFORE USE Design valid for use only with huielt®connectors. iNscreagr is based oNyupon parameters shown. and h for a, BrtliMural WAOBig component riot' a Ines system. Before use. the buldtrg desigrer must very the aWicobllfy ofdesl0n pargnetersond propedy Incorporate this design into the overall Wckling OflrWlvlduatimsswebgM/orchordmembeno y. Adcaflonaltemporaryaldpeimarlentbrocing p��I�Y Mew Wntlhgdedgr.Badrglrrtllcatedhtoprevent halways rec"red for stotany card to prevent coligrse Wtih possBNa personal "and property damage. Fg general 8i4datce regaro9g the fabrication. storage, delivery, erection oW bracing of Inrssesand teas systems. WCANSVVII Quality Criteria, DS849 and SCSI Buliding Component 5904 Parke East BMd. Safety Information avallable from Inca Rate Institute, 218 N. Lee Sheet Sulie 312, NeXOWOM VA 22314. Tampa. FL 33840 p Truss fuss ype Oy Py Harbour Ridge Maintenance TM8647 3186 1107, Al COMMON 2 1 Job Reference (optional) Chamber. Truss. Fall Pierce, FL 7.G4055Bp2e2U15MI1ak Inaumrtes,im. We0Jer12014:23:092U1b Fa991 ID:tJgVoQpFRcc?jOTUofyAA?zrDxU-drhkN4fX4ATJ8?)FOeNJJCMQO?GAht_5?AynOEztSg W ti 5-8-2 to-" 14-3-14 20-0-0 OE 5-e-2 4-3-14 4-3-14 5-8-2 b8d N 6 Scale =1:35.8 4x4 = 3x5 = 3x6 = 3� = 3x5 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vart (LL) -0.10 B-15 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.27 B-15 >874 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a We BCDL 10.0 Code FBC2014frP12007 (Matnx-M) Wind(LL) 0.05 8 >999 240 Weight: 87 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 9-7-4 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stablllzers and required cross bradng be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (IbxHo 2=767/0-C6fi=767/0E-0 Max H Comp217(LC 6) Max Uplif@= 523(LC 8), 8-523(LC e) FILE FORCES. (Ib) -Max CompJMax Ten. -All tomes 250 Qb) or less except when shown. TOP CHORD 2-3=-1 l40/792, 3-4=-867/619, 4-5=.867/619, 5.6= l l40//92 BOT CHORD 2-9=-583/1002, 8-9=-583/1002, 6-8=-583/969 WEBS 4-8— 332/509, 5-8=-350/365, 3-8-349/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1-=3.0ps1; hot 3f1; B=24ft; L=200; eave=4lb Cat. II; Exp C; Encl., GCpl-0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 %J1111141i ve loads. 4)' This ThThis truss has been desr10.0 designed for live load of 20. psf on the bottom chord In all areas at bottom chord live load nonconcument with rwhere ay other irectangle 3-6-0 tall by 2-0-0 wide will ,.SO PS A. fit between the bottom chord and any other members. ,�%,% • •'�'J E �j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb) 2=523, % / ; • V\ , 6523. 6) •Semi-ngid pitchbreaks including heels* Member end fixity model was used in the analysis and design of this truss. No 3931 io Thomas A, Albert PE ND.39380 MRek USA, Inc. FL Cen 6634 6904 Palle East Blvd. Tampa R.33610 Data; January 20,2016 WARN/NG.veNlydaslgnparamerersand REAONOTESON77XMDWCLUDEDM KREPERANCEPAGEM674nm.t0/O ISBEPOREUSE Design vdid for use oNywith MireMaconneclors.7Nstlesigrs kbased oNyupon parameters shovnt antl h for on trltllvkiuol buVtlkxl component. not a truss system. Before use, the bWidinO tleslgner must vedy the WWk:abelyof tle5ign parameters antl properly NcogJorate it6stleugn Info the overall bAc➢lxl design. aachg lntlicatad lS to prevent WCYJing of lntlMtlual husswebaMlorctwd members oNy. Atltlleoiml temporary antl permanent bradng MiTek• k always reg,&ad for 5'ota arW topreventcollaFre with posVde personal ts)<ayond propedy damage. For Deneral glildance regart➢ng Rse robdw" storage, tlelivery, e,_ bsaclrxl of lmaesontl Imsssystems, seeANSUlyll Quaery Cdleda, DSB-a9 and BCSI eullding Component 004 Parke East Blvd. .and Salary Intormallon avollade from inns Hate Insalute, 218 N. Lee Sheep Sulfa 312. Nexontlda. VA22314. Taupe, FL 33610 Job Truss Truss Type Dry Ply Haroaur Ritlge Maintenance ]918648 ]3196 GRA HIP 2 1 Job Reference o tional Chambers Truss, Fad Pismo, FL i.w,osanVa cmo...., e...1...,.....—.—..__.. ....... zga �...... ID:tJgVoOpFRm QTUotyAA?zrDxU.ZDoUnmhncoj00Jtdv3PnOdRgopl39V70SURuT7ztS9U 6 7-0-0 13-0-0 2"-0 0 -a 7-0-0 6-0-0 7-0-0 06 3 4x8 = 4a6 = Scale=1:35.1 4x4 = 2x3 II 3x6 = 3x4 = 4x4 = ry A Io LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(LL) 0.12 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.20 7-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Hoa(TL) 0.06 5 We n/a BCOL , 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 831b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structure[ wood sheathing directly applied or4-3-11 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc leading. WEBS 2x4 SP No.3 MiTeK recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation Imide. REACTIONS. (Ib/Size) 2=1286LC 6), 5=1286/0-8-0 Max Horz2=-156(LC 6) �� � COPY Max Upllft2=1023(LC 8), 5=1023(LC 8) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2256/1775, 3-16= 1962/1680, 16-17=-1962/1680, 17-18= 1962/1680, 18-19= 1962/1680,4-19=-1962/1680,4-5= 2257/1775 BOT CHORD 2-9=-1451/1976, 8-9= 1458/1995, 8-20=-1458/1995, 20-21=-1458/1995, 7-21= 1458/1995, 5-7= 1429/1944 WEBS 3-9=-189/569,4-7= 199/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1111111 2) Wind: SCExp CAEncl., GCpi-O.1/8�70mph (3-second MW FRS (directional); Lumber DOL 11.60 plate grip DOL=D603.Opsi; h=13fc 8=24it L=20ft; eave=0tp Cat. II; ♦,`,� PS A q4" 3) Provide adequate drainage to prevent water pending. ♦♦♦0 •• C EN & 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦♦ �,� `9 ,-. 5 This truss has been designed for a live load of 20.0 sf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-D-0 wide will i fit between the bottom chord and any other members. NO 3938 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0t=1b) 2=10j. 5=1023. a 7)'Semi-rigid pitchbreaks Including heels' Member end Mary model was used in the analysis and design of this Imes. -a 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281 Ito down and 3201b up at 7-0a, 158 to down and 194 Ito up at 9-0-12, and 158 1b down and 194 lb up at 10-11-4, and 281 to down and 346 to up at 13-0-0 on top chof�, E and 294 lb down and 269 lb up at 7-0-0, 63 lb down and 4lb up at 9-0-12, and 63 lb down and 41b up at 10-11-4, and 294 lb down an✓ , 2691b up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ����s •; O R 1 �. • `♦♦ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). / SRO N AL �'��`♦ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=.54, 3-4= 54, 4-6=-54, 10-13=-20 '111j11/11111110 Therms A Nbani PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Data: January 20,2016 ®WARNING. Vedrydesignparatteters and READ NOTES ON TN/SAND/NOLUDEOMIIEKREFERANGE PAGENH-2473rev. 1NO3i20r5BEFOREUSE Deslgl wild for useo"'hMRed®connectors. tNs dedgnkbasetl oNy upon parameters shown. and is for on hrdlNWal W�dln9 component.cal ®` a hus system. Before use, the Millding deslgrar must verity the appllcab0lty of deggn pmametersa�propedy Ncorporate iNs tlesignlnto ita overall M91mnA design. aach0lndicated kto prevent Cuckllrxl or lndNl uol imsweb arxi/orcMrd membersonly. Atltlitlonai temporary and pertnonent Mating ��ppT IYIIIBk• S olwo/s regdred for sfabllify antl to pevent collarze with poalblep-=ndhllmy and properly damage. for 9enerol9Vitlonce regarding the foMiwibn, atora0e, delNery, erection and MoGng of hoses antl imssystems seeANSVIPII Bualily Ctltetla, D6B-89 aM BCSI Building Component 6904 Parke East BNtl. Eatery Inlrnmanon available ham Los Plate Into 211 N. Lee 3hest. Suite 312 Nexandtlo. VA 22314. Tanya, FL 33610 Job Truss Truss ype Qiy Ply Heleour flitlge 6laintenance T]918649 ]3196 GRA HIP 2 1 Job Reference o tional Chambers Truss, Fen Pierce,FL T b4i(l 560P CV RU15 MI I BK UIUuerise, nd Wed Jan zU 14 LS:ll 2016 Paget I D:t1gVo0pFRcc?IQTUotYAA?zrDxU-ZDoUnmhncoj00Jtdv3PnOdRgopy39Y70SURuT7ztS9U LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-99(F) 4=-99(F) 9=-294(F) 7=-294(F) 17=-88(F) 18= 88(F) 20= 39(F) 21= 39(F) ®WARNING -Veefyd.sgn➢ammeto..d REAONOTFSONTHISANDWCLUOEDM KREFERANOEPAGEMR-7473.. f0/MISBEFOREUSE DesgnvdldforuseoNy WM Mliek®connectors. lNsdeslgn is based only upon parameters shown, and is form individual bulding component.not a imss system. Before use. It1e buJdrg designer must ve0fy the apPllcab6lyof design paraneters antl properly hcorporote llth tleslgn Into ine overall ISloprevenfbucMhgofhdlvlrJudi webs /acholdmembemonly. Addllionallemporaryontlpermanenibracing MiTek' bulldWalestgn. Wmhglrldk:ate Forgen9 mallldalceregadrrgihe kdwatbr, storage.eliveryard to prevent cdlgr.¢wlin posshle pAsWforns. aYantlproper QualityCnteda, D6BA9 arM BC61 BUBtlhg Calnponenl bn storage. delivery. erecflon Prat bradrg of and truss systems, solely 6904 Parke East sea. . Aexandd VA 223 solely Information available from IItra Plate Institute. 218 N. Lee Sireei, Sulie 312 Alexaldtla VA 22314. I 18 N. Tanpe, FL 33610 Job Truss Truss Type Otyy, ly Harbour Ritlge Maintenance P IMS 73196 Jt MONO TRUSS e 1 Job Reference o timal Chambers Tress, Fod Pierce, FL7.64DaSep292015Mneklnduetries,Inc.. WedJan2014:23:132016 Pagel ID:tJgVoQpFRcc?jOTUofYAA?zrDxU-VcwFCSil7PzkdotOt URFT2X9EcjmdV_hwovv?XOztS9S -0E-0 1-0-0 06-0 1-0-0 r 3xa = f�j m Scale =1:7.1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hoa(TL) -0.00 3 n/a nya BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.00 7 >999 240 Weight: 4lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 DOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=17/Mechanical, 2=70/0-8-0, 4=12/Mechanical Max Horz2=54(LC 8) Max Uplift3=-19(LC 8), 2=-65(LC 8), 4=-6(LC 8) Max Grav3=20(LC 13), 2=70(LC 1), 4=15(LC 3) FORCES. Qb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural Wood sheathing directly applied or 1-0-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=131% B=24ft; L=20fh eave=4fC 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. ,,1111 t 1111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjoint(s) 3, 2, 4. "" S A. 6) 'Semi-dgid pitchbreaks i4cluding heels' Member end fixity model was used in the analysis and design of this truss.` � oP `� .......... No 3938 /ONA`l &% Thomas A, Aibanl PE ND.39380 MRek USA, Inc. R. Cert 6684 6904 Parka East Blvd. Tampa FL 33610 Bate. January 20,2016 ®WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MD£xREFERANCE PAGE Ml47473 sex. INea ISBEFOREUSE. Design valid for use only Win MI1ek® Connectors. INs design Is based oriy upon parameters shown, and Is form InorMdual WOdhQ component not � a tnas system. Before use, the buOQng ded mer most verify the appllcablilyof design parameters and properly hcorporate this design Into the overall bulltlingded9n. Br chglrW atedlstopmventbucklirgoflrtdMdualirussweband/orchordmemb moNy. Additlonoltemporaryandpemranenfbractrg MiTek' Is always reaulmal for sfalAn and to prevent collapse wlih posWe personal Mary and Property carnage. For general guidance regarding the fobrkatlon, storage, delivery. erection and bracing of torsos and truss systems, se9ANSUTPII Quality Criteria, DSB-09 and BCSI Building Component 004 Parke East Blvd. Safely Information avallaUe from Russ Plate Institute. 218 N. We Street. sure 312. Alexardda, VA 22314. Tampa, FL 33610 o toss cuss ype Ory ply Harbour Ridge Maintenance T]918660 ]3196 J3 MONO TRUSS B 1 Job Reference o tonal Chombere Truss. Fort Pierce, FL T.64oe SBp292015W7okladuc1nas lac. Wed Jon2014:23:152016 Pagel ID:tJgVoOpFRcc7jOTUofYAA?zrOxU-S?2?d7kl tOESswA09vUjYTcUW 00?5PU_N606curtS90 Scale =1:12.3 3-0-0 3-0-0 V- LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 HomUL) 0.00 2 n/a rda BCDL 10.0 Code FBC2014/TP12007 (Matdx-M) Wind(LL) 0.D0 4-7 >999 240 Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3S8/Mechanical, 2=151/0-8.0, 4=29/Mechanical Max Horz 2=113(LC 8) Max Upl1113= 71(LC 8). 2=-104(LC 8), 4= 5(LC 8) Max Grav3=68(LC 13), 2=152(LC 13), 4=44(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All tomes 250 Qb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection. In accordance with Stabilizer Installation Guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=13ft; B=24ft; L=20ft; eave=41t; Cat II; Exit C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate gdp OOL=1.60 2) This truss has been designed for a 10.0 psi 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 hall by 2-0-0 wide will lit between the bottom chord antl any other members. 4) Refer to girder(s) for truss to truss connections. \\S 1 A I 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100lb uplift at joint(s) 3, 4 except Ot=lb) \\ 2=104. �\\\ o"Op 6)'Seml-ngid pitchbreaks Including heels* Member end fixity model was used in the analysis and design of this truss. %% No M i FS' : 0 R I v���;�� pf"q`SiONAI\\,`� Thomas A. Albanl PE No.3938O MRek USN, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33810 Date: January 20,2016 ,&WARNING- Vodlydoslga Paraarh. ad READ NOTES ON MIS AND INCLUDED MmffKREFERANOE PAGEMI47473rev. IONd201S BEFORE USE Deslt$1 valkl for use oNyvAth NNleis� connectors. ihhtleygl h basorloNyuPon parameters shovm. antl h to an htllvldual W9tlN9 component, not t a tnlsssyste Betore use, the bWlding tledaner must verity ttre applkab0lty otdeslOn parameters antl properly Incorporate elk tlesl0n Into the overall DUYNnO deslnn. a- lrxlkated h toprevenl WCldBtO ofhaTAtlual hussweb and/or chord membersoNy. Atltllllomltemporary and permanent ,roclnd MiTek' h always required for stadllryand to preventcollgrsewlth possaxe persax4 trrlury and property tlanaOe. For Oenerd OWdalce re0ar�rp Ne fatxkplbn staa0e, delNery. erectbn and bracing of huaesarrd Inlssyslems seeANSI/TPII Cuoaty Cdteda, D$BA? antl BC31 BuOarng Component 6904 Peke Eos1 BNtl. Safehr Inlermon . available from Inns Nate Inan" e, 21a N. Lee Siree6 State 312. AlexarKldo. VA 22314, Temps, FL 3UI O Job Truss Truss Type Cry Ply Harbour Ridge Maintenance T791e651 73196 J5 MONOTRUSS 8 1 Job Reference (optional) Chambers Truss, UFID] 3x4 = IDaJgVOQpFRcc?jQTUofYAA?zrDxU-S?2?d/kIWESswAOBvUjVTcObQL?5PU_N606cuzIS9Q 5-0-0 Scale =1:18.2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.36 VertI( -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BG 0.28 Verl(TL) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 HOrz(FL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/FPI2007 (Matrix-M) Wind(LL) 0.02 4-7 >999 240 Weight: 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=99/Mechanical, 2=243/0-8-0, 4=44/Mechanical Max: Horz2=175(LC 8) Max Uplift3= 123(LC 8), 2=-152(LC 8). 4=-1(LC 8) Max Grav3=115(LC 13), 2=248(LC 13), 4=74(LC 3) FORCES. (lb) - Max. CompJMa c Ten. -All forces 250 Qb) or less except when shown. 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. r NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=13fr; B=24ft; L200; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live toad 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. `III I111111 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 It, uplift at joint(s) 4 except Gt=1b) 3-123 `III 't,1 ,%%'OPS A. q<e.#.. 2=15z. `` 6)'Seml-dgid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q •• 9 No 393``80, 111111110, Thomas A Albanl FE No.39380 Wrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 20,2016 ®WARNING -Verity designparemelersandREADNOTES ONTHISANDINCLUDED MITEKREFERANCEPAGEM-T47Jre,RVIMR0f5OEFOREUSE Deslpl valkl for use oNywlih MReltlfl conrlecfors.ltlktlesig156aed oNyupon parameters shown. andbloan kWlNtlual WBtlirlg comporlenl.not MIR' o inlss system. Before use, the bWltlirr0 tlesigrrer mull vedy file oppllcabAllyof design paametersarxl properly trlcolporate ihk design Nto the overall Wilding design. aaGng lntllm/etlkto preventlwcklNg of lndlvWuai frusswebarM/or chord members oNy. Addlnorwl temporory and permanent bracIrsg +.Y§� MiTek' 6 always regr9retl(or staWllyald fo prevent collapse wlih possaNe persorxd trrJury aid property damage. For general eritlance regardirgihe fobrlcotbn, staoee, delNery, erection a1d Macbxl of Innses and irusssystemz seeANSNFPl1 aualry Cdfeda, DSB-89 ara BC51 Building Component 6904 Parka East BWery Inlormallon avdloble hom Truss Rote Insiltute, 219 N. Lee 3Veei.3Nte 312. Alexandria. VA 22314. Tennis, FL 33610 Job Truss Truss Type Oty Ply Harbour Pkge Maintenance 916652 ]3196 �] MONO TRUSS e i Job Reference o tional Chamber. Trues. Fort Here., FL 3x4 = p ze¢e. a mu ee muusinnx, inc. - - F.,.I ID:tJgVoOpFRcc?jOTUofYAA?zrDxU.S?2?d7kI MESswAO8vUjYTeSKOGJ5PU_N606curtS90 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ven(LL) -0.06 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.16 4-7 >526 240 BCLL 0.0 Rep Stress [net YES WB 0.00 Hoa(TL) 0.01 2 n/a Na BCDL 10.0 Code FBC20141FP12007 (Matme-M) Wind(LL) 0.06 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=142/Mechanical, 2=334/0-8-0, 4=59/Mechanical Max Horz2=237(LC 8) Max UpliO3=-178(1-C 8), 2= 198(LC 8) Max Grav3=165(LC 13), 2=342(LC 13), 4=103(LG 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale=1:23.3 PLATES GRIP MT20 2441190 Weight: 23lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph;TCDL=4.2psf; BCDL=3.Opsf; h=13tt; B=24ft; L=20tt; eave=oft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf 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. Refer for truss to truss 1111111 IE „`$ 4) to girder(s) connections. 5) Provide connection (by others) of truss to bearing capable of withstanding 100111 uplift at joint(s) except (jt=lb) 3=178, A, A, mechanical plate O�P 2=198. .`�.T '' C E N design truss. `S� 6)'Seml-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and of this _ N o 3938( /ONAk- ��%%%� Thum A Kbanl PE No.3%80 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa R. 33610 Data: January 20,2016 Q WARNING -Verilydeslgn pammed.. and READNOTES ON MIS AND INCLUDED Mm KREFERANCEPAGEMIF74]3m, 10413sans BEFOREUSE DeslUn valid for use only Win MlreWcon feclors. Inlsdeslgn Is based onlyupon parameters shown. and Is for M eonvidual building component not a tons system. Before use. the Widirg designer must Verify the applicability of design parameters aril property haafpOrate ails design Into the overall WmhglntllcWedlstopmvenfWcbirgofindvlduolt.n..band/mcrwrdme.b Mrs y. Ad<aaonoltemporo dperman.ntbr W MiTelc buildrgdeygn. for racing se.IseassaaNepersond h, saeAA propeM damage. F, DS"9rand BCSnceregardngthe storage, delivery. erection eroding of toils.. M1usssy Criteria, DSB-e9 and BCSI auadNg ComponeN febrje yibm storage,s, BA 6904 Parke Eest Blvd. Safee�albn tableSuite 31 nexa dric n3 Salary information Meltable from truss %ate Insfih4e. 218 N. Lee Street, Sulfe 312 PlexarWria VA 22314. More e S Tertpe, FL 33610 Job Truss cuss ype Cry P Harbour Ridge Mainlenence T7918653 73196 1W MONOTRUSS 4 1 Job Referexe rional Chambers Truss. Fort Plema, FL e o Pro ze.o ma-.nuus,uua, iuc, r use n -saaz o ID:tJgVoOpFRcc?jCTUofYAA?zrDxU.wBcNrTtwOKMJU41bic?y5ggeOgjcgqs7cmgfBKzt$gP -044 6-0-0 9-10-1 04-8 6-0-0 3-10.1 I 3x4 = era II 3x4 = 5 LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 BCDL 10.0 Code FBC2014/TPI2007 (Mainz-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb(size) 4=87/Mechanical, 2=276/0-11-5, 5=283/Mechanical Max Hcrz2=237(LC 21) Max Uplift4= 104(LC 8), 2=-227(LC 8). 5=-237(LC 8) Max Grav4=87(LC 1), 2=276(LC 1), 5=292(LC 25) swle: 1/2'=1, DEFL. in (Ioc) Well Ud PLATES GRIP Vert(LL) 0.02 6-9 >999 240 MT20 244/190 Vert(TL) -0.03 6-9 >999 240 HOrz(TL) 0.01 5 n/a n/a Weight: 40lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp rMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10-531/425, 10-11=-477/405, 3-11=435l345 BOT CHORD 2-13=-411/434, 13-14- 411/434, 6-14= 411/434, 6-15= 411/434, 5-15=-411/434 WEBS 3-5=-504/477 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD1-4.2psf; BCDL=3.0pst h=13fb B=24ft; L=20fh, eave=4ft 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. ,` ,�8 A►�ii �i 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 240 0 wide will ��� 'r/t fit between the bottom ctfird and any other members. ``� O�P 4) Refer to girders) for truss to truss connections. %%� . E N 9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 4=104, ; '�� `SAC••, 2j �� 2=227, 5=237. 6) "Semi -rigid pitchbreaks including heels' Member end ftxitymodel was used in the analysis and design of this truss. NO 3938Q 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 Be down and 59 lb up at 1-6-1,� 91 Ib down and 591b up at 1-6-1, 120Ib down and 102 lb up at 4-4-0, 120 lb down and 102 It, up at 4-4-0. and 149 lb down and 154$ up at 7-1-15, and 149 lb down and 154 lb up at 7-1-15 on top chord, and alb down and 42 lb up at 1-&1, 3 lb down and 421b up at -D = 1.6-1. 191b down and 33 lb up at 4-4-0, 19 lb down and 331b up at 4-4-0. and 34 lb down and 29 lb up at 7-1-15, and 34 lb down antl, 291b up at 7-1-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. E 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i• �� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-7=-20 site OR%�• Thomas A Aibznl PE No.39380 Mffek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 20,2016 AWARNWO.Ve4lydesignpmametmmdREAONOTE50NTR/SAND/NCLUDEDWEKRE ERANCEPAOENU7=mv lO D159EFOREUSE Design mild for use oNy WM M lek®connectors. iNsde9gn t based ordy Upon parameters shown, and nfor an Individual building component, net a hull system. Before use, the bWddg desgrer must vent' the opplcablIty, oldesgn parameters antl properly Incorporate it* design Into the overall Br Wcki dmemb moNy. Add➢llonaltemporaryandpermarentbrocig We[( bu6dbgdeslgn. glndlratedlstoprevenf goflndivldualhusweband/mac h always required for stability and to prevent collapse wlih possbie Personal blury and property damage. For generalgodanee regarding me falxk:ation, storage, delivery erection and bracna of trusses and Imssyslems-OANSVTPf1 Quality Crlterta, DSB49 and BCSI Building Component 6904 Parka Eesf Bind. safety information available Rom 1nm Nate e¢tltute, 218 N. Lee Street Wife 312. Alexadria VA T2314. Tanya, FL 33619 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'r/1dr For 4 x 2 orientation, locate plates 0-'Id' 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 width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 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 41� reaction section indicates joint number where bearings occur. Min size shown is for'crushing'only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-4-8 I dimensions shown ftsixteenths IIII tscale) (Drawings not to scale) 1 2 3 TOP 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 NUMBERS/LETTERS. 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 e MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. S. 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. & 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 purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17, Install and load vertically unless Indicated otherwise. 18. 1se of green or treated lumber may pose unacceptable environmental, health or performance risks. Consultwith 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.