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HomeMy WebLinkAboutPROJECT INFORMATION 4Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 74972 - 3182-92 Morningdew Site Information: Customer Info: Edwards Landing LLC Project Name: 74972 Model: Lot/Block: Subdivision: Address: 3182-92 Morningdew Lane City: Fort Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: John M Foster -Architect License #: AR0008511 Address: 11205 Ridge Ave City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 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 Prof essio aL eers Rules. No. Seal# Truss Name I Date 1 T13269076 A 219/18 COPY 1 F I2 T13269077 Al 2119/18 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(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's 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 ANSIlrPI 1, Chapter 2. RECEIVED FEB 11 2018 ST. Lucie County, Permitting % 1%1 11111111 IN G E N 8 .. N 182 '. STATE OF :�41J 4*1S/ON ALE %%% ►►l1111111111 Joaquin fez PE No.68182 MITekU Ina FL Cart 6634 6904 Pa East Blvd. Tampa FL 33610 Date: February 19,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type Cry Ply 3182-92Morningdew T13269076 74972- A SPECIAL 24 1 Job Reference Loptionaft Chambprs Truss, Inc., Fort Pierce, FL 8.13U S SeD 15 2017 MI I eK InGUSIr1oS. Inc. Mon "D 19 UU:UGb12UI b rape 1 Scale=1:80.7 Sx6 11 4.00 F12 6 3x5 3xS a 26 27 5 7 Sx6 4 Sx6 4 8 3r -- 3x5 3 15 6 25 7x10 MT18H$ _ 28 d 2 6 4 0 m �1 3x5 G 3x5 11I� o d 18 17 73 12 4.0012 US 3x4 It 5xl2MT18HS= 3x411 4x8- Sx12 MTi8HS= 6-10-0 11-0-0 1&l1-9 22-8.0 28-4-7 3410 3&GO 41,4 1 I an-v 1 v1.o 1 e.o.n 1 P_n-n Plate Offsets(YY)- r4.0-3-00-3-0118'D300-3-01 fl3'0-8-40-2-41 f17'0-8-40-2-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In ([cc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.67 15 >817 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.2414-15 >439 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WE 0.46 Hoa(CT) 0.50 10 Na Na BCDL 10.0 Code FBC2017ITP12014 Matnx-MS Wlnd(LL) 0.85 15 >640 240 Weight: 226 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 4-4-10 oc bracing. WEBS 2x4 SP No.3'ExcepV 6-15,8-13,4-17: 2x4 SP M 30 REACTIONS. (Ib/size) 2=178810-8-0.10=1788/0-8-0 Max Herz 2=-273(LC 10) Max Uplift 2= 1040(LC 12), 10=-1040(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4497/2652, 3-4=-4027/2460, 4-5=-5162/3092, 5-6=-5477/3229, 6-7=-5477/3209, 7-8= 5162/3114,8-9=-4027/2460,9-10=-4497/2652 BOT CHORD 2-18=-2368/4218, 17-18=-2368/4218, 16-17=-2203/4003, 15-16=2751/5125, 14-15=-2813/5125,13-14=-2244/4002,12-13= 2406/4218,10-12=-2406/4218 WEBS 6-15=-1726/3150, 7-15=-199/528, 7-14= 527/372, 8-14=-559/1115, 8-13=-926/578, 9-13= 533/314, 5-15=-67/517, 5-16=-527/359, 4-16= 537/1115, 4-17=-927/577, 3-17=-531/314 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=3.Opsf•, h=13ft; B=9511; L=481t eave=60; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-9 to 2-8-10, Intedor(1) 2-8-10 to 22-8-0, Ex(erlor(2) 22-8-0 to 27-5-3 zone;C-C for members and forces & MW FRS 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 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 ilt between Me bottom chordandany other members.--- B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except Qt=lb) 2=1040, 10=1040. Joaquin Velez PE No.68183 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 Q WARNMG-Vadrydoagnperemerems dREADNOTESONTHISANDWCLUDEDMR KREFERANCEPAGEMbl=mv. 10D 015BEFOREUSE Des1gnvaadforuse ONy Wah MITeMocnnecIoz& M designbbazedonlyupon pmometeMs M,antllsforonln IAMalbuHdWMMPonent,not �f a IAussystem. Befine me. IW buildW dedgoag must verify 11g appllcabeity of ded9n paameters and pwpelly hcomomte thkdesl9n Into the overall f■ bVldngdeNgn. BrachOlntlkW topreventWcUin9otirW dualimswebciW/orct rdmembersoNy. MiTek' k always regt6retlfor stadliiy antl to preventcdlcpawlih posaxe persord hJuryand propedy damaDe. Fw Oenerd 9uidmce rcgardnD iha storage, deMery, erection and bracing of miss systems s. C41eda.Osa$gantl aCSi Building Component 6904 East BHd. solelcatbn. 18 N. LeeAexo cf VA 223 SNely INo',maHon avdlabie Ran Tens Rate WHMe, 218 N. Lee 6ImeL State 312. Alexml0ria. VA 71314. Terrya, FL 33610 a, FL Job Truss Truss Type Oty Ply 3182-92MOmingdew T13269077 74972" Al SPECIAL 18 1 Job Reference (optional) Chamtjers Truss, Inc., Von Fierce, rL 6 o. oU a aep m cU , .,To. nmumuea, in'. mun Feu - U..U. cv,., Scale=1:79.5 Sx6 = 4.00 V2 6 17 16 4.00 12 12 T 4x6 = 3.6 11 6.8 = Ex8 = axe 11 4x6 640.0 t1-0-0 16-11-9 22-8-0 284-7 344-0 38-6-0 38 1 -0 454-0 e.t an F n9n 6-n-9 5 57 6-8-] 5-11-9 4-2-0 0�4�0 6-6-0 Plate Offsets(XY)- f4.0-3-00-3-01 f8:0-3-00-3-01112:0-5-120-2-121 f16:0-5-120-2-121 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.63 14-15 >730 240 BCLL Co Rep Stress Incr YES We 0.74 Horz(CT) 0.29 11 n/a WE BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.4314-15 >999 240 Weight: 223 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1493/0-8-0, 11=1972/0-8-0 Max Harz 2=270(LC 11) Max Uplift 2=-886(LC 12), 11=-1042(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3590/1973, 3-4=-3102/1787, 4-5=-3737/2073, 56=-3569/1899, 6-7=-3569/1880, 7-8=2780/1467,8-9=-1177/661, 9-10=4087/690 BOT CHORD 2-17=-1793/3385, 16-17=-1793/3385, 15-16=-1586/3080, 14-15=-1797/3701, 13-14= 1206/2744,12-13---479/1147,11-12=-595/1102, 10-11=-595/1102 WEBS 6-14=-908/1948, 7-14=-39SM89, 7-13= 827/598, 8-13=-955/1628, 8-12= 1188/761, 9-12=-1312/1866, 9-11= 1788/1444,5-14=-354/391,4-15=-2061620,4-16=-629/374, 3-16= 549/330 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps1; h=13ft; 13=950; L=48ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Exterlor(2) -2-0-9 to 2-8-10, Intedor(1) 2-8-10 to 22-8-0, Exterior(2) 22-8-0 to 27-5-3 zone; cantilever right exposed ;C-C for members and forces 8 MW FRS 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 2-0-0 wide will fit between the bottom chord and any other members. --5)-Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 fb uplift atjoint(s):except Qt=lb)- 2=886, 41=1D42. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 A WARNWG.Venfydeslgnpammetemand REAONOTES ON THISAND INCLUDED 110REKREFERANCERAGEMD-7473rev. 14/U3,2015BEFOREUSE *� Design valid for useonly Wfins MlrekW conractors. lNsdeslorl 6basedoNYUporl ecrameteisdlown,antlbforan hldMdual bullallogcomponent.rat a fibsystem. Before rse, the oildirg designer must verifythe OPNICabeily of design Parameters and propetly Incarcerate this design into Ine overall Dutdrg design. tetlhtopreventbucttllrgot�tMudl webs /orclardmeMb MONy. Ack9fionulfemporayontlperma mbraclg a.��m M!Tek" ft chgirKkr b always mcured for stability and to prevent collapse wilt, possible Personal hlury oral properly damage. For general guiconce regardW the 004 Perk. East Blvd. fabrioatlorx storage, delivery, erecaoo oral bracing of ruses and truss systems, seeAN31/TPII Quality Criteria, DS349 and BCSI BuBding component Terrq., FL 33610 Safety Infd1malton ovdlaMe from Truss Hate alshlute, 218 N. Lee.Saeet, suite 312. Alexandria VA 22314. Job Truss Truss Type Oty Ply 31�Mo,,n.mdo�wT13269078 74972• B COMMON 3 1Jol GnamDers Imss, Inc., Yon tierce, r-L B 3x4 = ID:niMzUUOlcPw7thmwC9HWgzvAOu-A8r6-gZSwFuNshfOBO6Tdn3O2OueVvTJyELZDNzjd4k 4x6 = I 14711 3x4 = 8.1. = 1:25.5 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) -0.07 4-10 >999 360 M720 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.13 4-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0,12 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.09 4-10 >999 240 Weight: 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigld ceiling directiyappiied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=518/0-8-0, 3=518/0-8-0 Max Horz 1=-150(LC 10) Max Uplift 1=-275(LC 12), 3=-275(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD 1-2= 748/609, 2-3=-748/609 BOT CHORD 1.4= 384/605, 3-4=-384/605 WEBS 2-4=-82/326 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psft BCDL=3.Opsf; h=1311; B=9511; L=481t eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) 0-0-0 to 4-9-3, Intenor(1) 4-9-3 to 7-0-0, Exlerior(2) 7-0-0 to 11-9-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=275, 3=275. Joaquin Veler PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 ®WARNING- Verify designpammerersand REABNOTES ON THISANBINCLUOEOMITEKREFERANCE PAGE MO-7473rev. IM34N)15BEFOREUSE Design valid for useonlywlm Mgeldconnectors. INsde9gn is bGad0r6yUp04Dpmameters snovm aM is foranaxBvldual bu6tling comporMni.rwt �r *` at. system. Before use, the bultllrg designer most verify the applicability of design parameters and properly Incorporate ink design Into the overall bulrcluagdeslgn. OOckl9kWlCatedistoWeventGictllrnofBMivU dimssweba /arch dmem me y. AticLtiorwltemporaryandpetmaslenibracing KWIC k dways required for stab ity and to prevent cdIcg se with possbte personal bpay and property damage. For general gddarcm regarding me 004 Parke East Blvd. fabdcalbD storage. delivery, erection and bradrlg of busses and tuns systems seeANS11711 Quality Criteria. DSB49 and BCSI Building Component Tampa, FL 33610 Safety Infoftratton mciflWe Isom lrus Rafe Inslitute, 218 N. Lee Street Suite 31Z Plexarrift VA 22314. Job Truss Truss Type pry Ply�JbReferonco rningdew T13269079 74973 GEA GABLE 3 o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Feb 19 09:08:00 2018 Page , ID:mxl3z000IcP WBhmwC9H W gzMOu-eLPUCAa4hZOEUrDai6diA_ocY013EM3TBu4W lgzjd4j -1-4-7 7-0-0 14-0-0 15-4-7 r 1-4-1 7-0-0 7-0-0~ 1-4-7 4x4 = Scale=1:27.3 Io 14-PO LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in goc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 9 n/r 90 BCLL 0.0 ' Rep Stress [nor NO WB 0.10 Horz(CT) 0.00 a n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight 65 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purims. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 2=181(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-192(LC 12), 8=-192(LC 12), 13=-l11(LC 12). 14=-103(LC 12), 11=-111(LC 12), 10=-103(LC 12) Max Gray All reactions 25011b or less atjoint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. gb) -Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-81/283, 5-6=-81/293 WEBS 4-13— 131/308, 3-14=-171/343, 6-11=-130/308, 7-10=-171/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=13ft; B=95ft; L=48fF eave=2f; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Comer(3) -1-5-4 to 3-4-0, Exterior(2) 3-4-0 to 7-0-0, Comer(3) 7-0-0 to 11-93 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x3 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 8) - This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. —.9)-Provide mechanical connection (by others) .oftruss to bearing plate capable of:withstanding-192 lb uplift at joint2,-_19.2 _ib uplift at - — joint 8, 111 Ib uplift atjoint 13, 1031b uplift atjoint 14, 111 lb uplift at joint 11 and 1031b uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA, Inc. FL CeIt6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 A WARNING- Verlrydeslgnpra temaodREAONOTE50N MMANOWCLUDWMN KREFERANGEPAGEF 74"mv. 1�15BEFOREUSE *w Design wild for use only with MJfek®convectors rhs design h based only upon parameters show and h for on aldlvldwl WAding component.not a ittmsyslem. Before use, the bulldng desgw must velly the appllcalxlity, of cl sgn parameters antl properly Incorporate ihh design Into the overall buaalngdesign. Br c gU caledhtoWevenlWallWofi�[ Wu M1 webandfmr dmemb car y. Adcanorwltemporaryandpermanentbracing MiTek' tdwaysrequtr forstabaitymdtopreventcdlap %e hposaxe Dersonol hpry ny and propedamage. For gms erguidance regarding the fabncalba storage, delivery, erecaon and bmolrxl of Imsses antl inns systems seeMSIRPi1 Quality Quarto, DS11-89 and BCS1 Bubbling Component 69U Parke East BNd. Safety Intoenalion available from Intl Rafe Institute. 218 N. Lee Street, Sulie312 Alexandria VA 22314. Tarrga, FL 33610 Job Truss Tmss Type Oty, Ply 3182-92 Morningdew T73269080 74972' VA VALLEY 6 1 Job Deference o lional Gnamgers truss, mc, MR rlerce, rL b.lau s Jep le Lul l Per I eK mausmes, Inc. mon rev le va:ua:ul zv io rdya I I D:mxt3Z0001CPw?thmwC9H W gzwl0u-6XnPW biStB55?omFp9xjC81iCe9zpLcPYg3HGzjd4i Scale-1:22.4 4x4 = 3 e 7 6 3x4 ' 2x3 11 2x3 I) 2x3 11 3z4 13-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) Ida - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n(a BCDL 10.0 Code FBC2017)TPI2014 Matrix-S Weight: 48 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-0. (lb) - Max Horz 1=-130(LC 10) Max Uplift All uplift 100 lb or less atjolnt(s) 1, 5 except 6— 196(LC 12), 8=-196(LC 12) Max Grav All reactions 250 lb or less at joint(s)1, 5, 7 except 6=324(LC 18), 8=3241LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-241/336, 2-8=-2421336 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=3.Opsf; h=13f ; B=951t L=48f1; eave=611; Cal. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Eztenor(2) 0-7-7 to 5-4-10, Interior(l) 5-4-10 to 6-8-0, Extedor(2) 6-8-0 to 11-5-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pst 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 100 lb uplift at joint(s) 1, 5 except 61=11b) 6=196, 8=196. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 19,2018 ®WARNMO. Verhydeslgnpammetemand READ NOTES ONTKISAND INCLUDED MMEKR£FERA1ICEPAGEM67471me.]OA Is6EFOREUSE Design voild for use onlywlm Mtfek connectors. This design is basetl only upon parameters shown and is for on hx9yltluai buiNlg component, not designerlose use. the buldin, o trsrlyO le this design to Ube, �c ibrgdeslgn.$ackglndkatIs oopreentWirgofrahthe webaM/signorhodmemeoYa 004 6dways requlretl fa stability and to a calm poSsmle persaxil NJuryandpropedy tlanage. kargenerNg and:roliapse Cdledo, DS&89 and aCSI Buad'mg Component BCSIBedIn9C,mpen staage, delivery,rom1 and tracingof18N.eedrm,t.Su.31,Alexandra Pa ft ae04Parke East Blvd. WelyIkm Solely Inlo�maaon avoilode from Buss Hate hvsatute, 218 N. Lee Street. S9te 312. Alexandra.VA 22314. VAQuarry223 Tempe, FL 3361 D Job Truss Truss Type Oty Ply 3182-92Momingdew T732fi9081 74972 VB GABLE 6 1 Jab Reference (optional) Chambers I rus5, inc., 1­09 YlerCe, FL B.18USJOD1b ZU1/MIIeKmausuies,lnc. Mon FBD1UUU:UU:UZZV1b rages Scale =1:18.4 4x5 = 2 4 3x4 i 2.3 II 3x4 LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - IVa 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 , BCLL 0.0 Rep Stress ]nor YES WB 0.10 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structure[ wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/10-8-0, 3=157/10-8-0, 4=383/10-8-0 Max Harz 1=-101(LC 10) Max UPI ift 1=-98(LC 12), 3= 98(LC 12), 4=-174(LC 12) Max Grav 1=161(LC 17), 3=176(LC 18), 4=383(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4= 247/334 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=3.Opsi; h=13ft; B=95ft; L=48ft; eave=6tp Cat. II; Exp C; Encl., GCpt=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except 01=11b) 4=174. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 19,2018 ®WARNING-Vedly CesignperametommdREAONOTESONTN/SANGWCLUBEBM?EKREFERANCEPAGEM674Mmv.1N0320f5BEFOREUSE Dedmv ldfauseo yWith MITeldflconnactOM.WN dedmlbbasetlordyufwnparametersshown,MdIsforml iMudbWdhgcomponent,not ��- aimssystem.Beforeuse,theb dngdesignermustverifytheap;Akab9ltyefdesignparametersa Ixope4yalcomorateth5design Infotheoverall bwkLng design. erachglndkatetl 5to prevent budding of XitlNltlual ausweb and/or ctartl members ody. AddXonal temporary and permanent Gating MiTek' Ltdways requiretl (or sl,meiry. to prevenlocingew8h pos:Hlle persortem1 yANSI[Topedy damage. Forgene storage, tl Macing of eusses and DSB-e9 antl BCSI Bulitling Component erecllo andgatBeregardimpon Sufems s. 6e04 Parke East BNd. Safety mart Alexa c6a VA 223CXteda, Safety INoBnaXon avdlable Kom Tms Nate InsXiule, 218 N. Lee 31reet. State 312. Alexmwda VA 22314. lable Rat met. Terrge, FL 33610 Truss Truss Type y 3182-92 Morningdew �6�' T13269082 F74972- VC VALLEY 1 JobReference (optional) UnalrDers I meS, Inc., ran eme, IL U.IOU 5 Jep 15 ZU11 MI lei( mausures, Inc. Man ran le UV:U5:Ud ZU 10 rUge 1 1 D:mxt3z000ICPwylhm W C9H W gzwlOu-3w5dgBcy_UOpLJy9NEBPodE2g9HJRjHvtrJAM0zjd4g Scale = 1:15.1 2 44 — 4 3x4 i 2Ga 11 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n1a - n/a 999 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.19 Vert(C-0 n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.07 Horz(CT) 0.00 3 n/a r1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No-3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=125/8-0-0,3=125/8-0-0,4=250/8-0-0 Max Horz 1=-73(LC 10) Max Uplift 1= 85(LC 12), 3_ 85(LC 12), 4=-96(LC 12) Max Grav 1=126(LC 17), 3=137(LC 18), 4=250(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCD1_=3.0psf; h=13ft; B=95ff, L=48ft; eave=6fh, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and tortes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 tali 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 100lb uplift at joint(s) 1, 3, 4. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 ®WARNIND-Verifydeslgnpatamatersaad READNOTES ON THIS AND WGLUDEDUITEKREFERANCE PAGE UW473m¢10A 015BEFORE USE Designvolid far. odywith Mneksoonnectors.l design 6based-dyupon pammefels1h0vn.and hforon IntlMtlual Luadigcomponent. nol a flue[ system. Before use, the bWldW designer must very the appllcablity of design parameters and propedy incolporaie fh5 design Into the overdl W1aBig design. Bracing indicated hfo prevent buG4lrg of lndlYiduml tlusswebaM/or ctwrd members oNy. Addtlorwl temPororyond pelmarnenf bracig MiTek' kdways reglered for sldxllyatW Io prevent collapse calm rwssbie Ixlwrnd Wtuyand propedydarnage. Forgenerd gWtlmce regardilg the DSB-89 and BC3l Builtling Component tafielYItnaatione,tllable Plat bracig o218 69a4Parke EaslBNtl. N.1entlre Sulle312.. Alexa/1Pi19A223Cdfeda, Sdery InformaXon mailable from Truss %ore Institute, N. Lee street SWte 312 Alexandria, VA22314. from Tnun Ta1rya, FL 33610 Job Truss Truss Type Oty Ply 3182-92 Morningdew T73269083 74972 VD VALLEY 6 1 Job Reference (optional) Chambers I was, Inc., "I'l Farce, FL 3x4 i mil 2 4 8.130 s Sep 15 2017 MI I ek Industries, Inc. Mon Feb 19 09:08:03 2u1 a Page 1 ID:mxt3z000IcPW?thmwC9H WgzwlOu-3w5dgBcy_UOpL1y9NEBPodE7a?JERkfvtrJAM84d4g 4x4 = 3x4 Scale=1:11.2 2-8-0 2-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(ILL) Na - Na 999 MT20 2441190 TCDL - 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=76/5-4-0, 3=76/5-4-0, 4=151/5-4-0 Max Horz 1= 44(LC 10) Max Uplift 1=-51(LC 12), 3=-51(LC 12), 4=58(LC 12) Max Gray 1=76(LC 17). 3=83(LC 18), 4=151(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=13f ; 13=9511; L=481t eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi 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 chortl and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3, 4. Joaquin Velez PE No-68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 19,2M A WARNgfG-Vediydeelgnp.atersend READ NOTES ON THISANONSLBDWMREKREFERANOEPAGEMLL74M... 1Ma3V20i5BEFOREUSE Donlan valkl for use only W,lh MReIdD connectors. Mdeegn Is basscl only upon parameters shovm. all is for on Individual WAtling component. not a tnas system. Before use. Irea bulldog designer must verify the appllcabAity of design parametersand popery etcomorme th5 design Into the overall buirtirgdeSgn. l;acingiMlcatedktopevent WC igollMMdualauswebaM/ ehc dmembeaonly. Addtioral temporary antl permanent bradrg MiTek' regWred forstadllyantl to pevent cvllarre wllh posaxe DersoM hkayaM popeotydamaae. cesfing &gihe Oenerand Qualitykdvrays fabricotbnstorage,del systems..Aex 1/IPII Cdteda, OSB-a9 and 8C31 BUIIdNg Component BCSI erectionoMbracalgof]B Tamp Palle EastBNd. N-eLa Sinns ,1 SaletyWOOnaaon avaaade fiom Tms %ale hsstlNte, 218 N. Lee Sheet, Snlfe 312. PlexaM4¢ VA 22314. a VA223 Tartge, FL 33610 Job Truss Truss Type Oty Ply 3182-92 Morningdew T73269084 74972 VE VALLEY 6 1 Job Reference o tional a o. iou s aey to zu I i MI 1 e6 muusmes, Inc. mon reD to us;uo:oa zv j o rdue 1 6.00 r 2 3 Scale =1:6.0 4x8 i 3x4 Plate Offsets_(),Y)-- f1:038D-1-12j 11:0-1-12Edge1 f2:0-0-140-1-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Ved(LL) ri/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017lTP12014 Malrx-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=5312-8-0, 3=53/2-8-0 Max Horz 1=15(LC 11) Max Uplift 1=-28(LC 12). 3=-28(LC 12) FORCES. (M) -Max. Comp./Max. Ten. -All forces 250 (Ib) orient except when shown. 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=3.Opsf; h=13ft; B=95ft; L=48f; eave=6f ; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) Thls miss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, S. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: February 19,2018 ®WARN11117- Varltydest9nparametersand READ NOTES ON THIS ANOWCLUDEDMITEKREFERANOE PAGE MU-7473rev. IOWZVISDEFORE USE DealQn MM foruse oNywith MlTek®aanllectors. This design B based only upon parameters shown. antl isfor on axfvidual building component.not �■ r` a truss system. Before use. the bulldrg designer must verify Me appilcaWlty ofdesign parameters antl property Incomorale Ihisdeslgn into the overall bu8mrgdeslgn. @ac 9[n➢cWt MopreventG lrgofintlivitlualM1usswebarKUm hordmembemo y. AtlUtiawltempworyaMpemtalleniMaGrg MiTek- halwaysrequlretlforstabilltyantltoprevenlcollapsewithpossl[xe persomlNlury antl property tlanage. Fcrgenerol gNtlance regaroaW Me fabdcatbm stomge, delivery, erection aril b C0lg of innsesand mnssyetem& s MSI/IPII Quality Criteria, DS&89 orW 6CSI auading Component 6904 Parka East Blvd. Safety Infoana6on available from truss Rate Insatufe, 218 N. Lee Street, Sulfe312, Alaz xxoto. VA22314. Tamp., FL 33610 Job Truss Tmss Type Oty Ply 3182-92 Momingdew T13269085 74972- VGE GABLE 3 1 Job Reference o tional Chambers Truss, Inc., FOR Fierce, I-L B.130 S Sep 15201y MI IeK m0uSm8S, Inc. Man FeD lU UV:UU:Ub ZUIrs raga 1 ID:mxt3ZDUOICPW?thmwC9HW gzwlOu-?IDNFteCW5eWac6YUfDR2JSRp?gvdYCK90HR1zjd4e ]-10.11 15-9-5 r 7-10-11 7-10-11 Scale=1:26.0 4x4 = 4 3x4 � 12 11 10 9 8 3x4 1 15.9 5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Voter Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.04 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES INS 0.09 Horz(CT) 0.00 7 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight 64 lb FT=20/ LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-9-5. (lb) - Max Horz 1— 156(LC 10) MaxUplift All uplift 100 lb or leas atjoint(s) 1, 7, 11.9 except 12=-175(LC 12), 8=-175(LC 12) Max Grav All reactions 250 Ib or less at jolnt(s) 1, 7, 10, 11, 9 except 12=288(LC 17), 8=288(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-12=-210/291, 6-8= 210/291 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=4.2psC BCDL=3.Opsf, h=13ft; B=951I; L=48fl; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C EMedor(2) 0-7-7 to 5-4-10, Interior(1) 5-4-10 to 7-10-11, Extedor(2) 7-10-11 to 12-7-14 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x3 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with anyother live loads. 6) ' This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 7, 11, 9 except Qt=lb)12=175, 8=175. Joaquin Valex PE No.68182 MT& USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 19,2018 Q WARNING- Vedfyd..19n Paramehaand READ NOTES OM MIS AND INCLUDED MREKREFERANLEPAGEMX74TJ rai,. 10=015aEFORE USE DesignvdidforuseoNywith MRetOconnectom.IrbdesiMbbaudo Vuponparametersetwwnand Bforalir4lldud Wadhocomponent.not a hussystem. Before use, the building designer must verify the appllcabaityof design parameters and properly Incorporate this design Into the overall buluftiodeslgn. Bracing indicated b to prevent Wcklirxl oflydividual msweb ad/or chord membersonly. Adcallonal temporary ad permanent bracng MiTek' is always required for simally and to prevent collapse Win possmle Personui Injury and property damage. nor general madarce regamng the 6904 Parke East BAN. faLxlcarbn, storage, delivery. creation and bracing of Buses and hum systems. s ANSIRPII Quality Cdteda, DSB49 and 8CSt Building Component Tampa, FL 3M10 Safety INanna6on avaDobie ham 1. Rate haBBRe. 218 N. Lea Steel. SlAte 312. Alexandria VA 22314. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 ^ enter plate is joint unless x, y 1 Center offsets are indicated. 6-4-8 dimensions shown inff-in-sixteenths (Drawings not to scale) Failure io Follow Could Cause Property Damage or Personal Injury 9 t ry Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability; bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, Is always required. See BCSI. 1 r Cl-2 c2,3 2. Truss bracing must be designed by an engineer. For themselves 0 WEBS Cry 4 wide truss spacing Individual lateral braces may require bracing, or alternative Tor I Q0 ,p �, 0 bracing should be considered, O U 3. Never exceed the design loading shown and never Inadequately braced trusses. ays° stack materials on 00 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate 10 1— BOTTOM CHORDS designer, erection supervisor, property owner cnd cll other interested parties. i plates 0- as' from outside edge of truss. 8 7 6 5 5. Cutmembers to bear tightly against each other, 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE jolntond embed fully, Knots and wane atjolnt required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. _ Connector plates. THE LEFT. 7, Design assumes trlsses will be sultobiy protected from 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. B. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. UNess expressly noted this design Is not applicable for lumber. ]CC -ES Reports: use with fire retardant preservative treated, or green The first dimension is the plate 10. Comber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. Genercl practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements, LATERAL BRACING LOCATION 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling, is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or otter -truss member or plate without prior approval of an engineer. reaction section indicates joint i number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ,& 18. Use of green or tried lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient , DSB-89: Design Standard for Bracing. a , BCSI: Building Component Safety Information, Mill 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/IPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses, MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Prolect Name: SEDONA DEVELOPMENT Bldg 15 Builder Name: Street: 3200-3210 MORNINGDEW CRCLE City, State, Zip: FT. PIERCE, FL, Permit Office: ST. LUCIE COUNTY Owner. Permit Number..1802-0532 Design Location: FL, Fort Pierce Jurisdiction: County: St. Lucie (Florida Climate Zone 2 ) I. New construction or existing New (From Plans) 9. Wall Types (6420.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Black - Int Insul, Exterior R=4.1 6420.00 ft' 3. Number of units, if multiple family 6 b. N/A R= ft, 4. Number of Bedrooms 12 c. N/A d, N/A R= ft' S. Is this a worst case? No 10. Ceiling Types (4046.0 sqft.) R= Rz Insulation Area 6. Conditioned floor area above grade (ft2) 4044 a. Under Attic (Vented) b. WA R=30.0 4046.00 ft' Conditioned floor area below grade (ft� 0 c. WA R= ft' R= ft' 7. Windows(390.0 sqft.) Description Area 11. Duets nal (AH: R ft' a. U-Factor. Dbl, U=0.65 240.00 fit b. Sup�oAttic, Rat Attic, UNIT 1 6 135 SHGC: SHGC=0.25 c. Sup: Attic, Rat: Attic, AH: UNIT 1 (see detail b. U-Factor: Dbl, U=0.60 150.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 18.8 SEER:16.00 c. U-Factor. N/A ft' b. Central Unit 18.8 SEER:16.00 SHGC: 3 additional cooling systems (see details) d. U-Factor: WA ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. b. Electric Strip Heat 3 additional heating systems 17.0 COP:1.00 (see details) Area Weighted Average SHGC: 0.250 14. Hot water systems S. FloorTypes (4044.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 4044.00 fN b. WA b. Conservation features EF: 0.950 R= R ft' c. WA R= 1P None 15. Credits CF. Pstat Glass/FloorArea: 0.096 Total Proposed Modified Loads: 151.79 Total PASS Baseline Loads: 157.99 I hereby certify that the plans and specifications covered by this calculation Review of the plans and qii& ST tl8 are in mpliance with the Florida EnergyO� Code. specifications covered by this _ ,yy - p� calculation indicates compliance y4i,,,;''% gv PREPARED BY: with the Florida Energy Code. l: Wray, '7. :E' ',a•, `O, O DATE: - Before construction is completed this building will be inspected for 553. 08 compliance ith Sh1A , I hereby certify that this building, as designed, is in complia ri t s with the Florida Energy Code. L%+ODp =DATEOWNER/AGENT:: - _ F I - Compliance requires certification by the air handier u certlfied'factorysealed In accordance with R403.3.2.1. r r 1 losure qualifies as - Compliance requires an Air Barrier and Insulation In ecklist1!jrdance with R402.4.1.1 and this project requires an envelope envelope leakage test reprrt ithZenvveelopee leakage no greater than 7.00 ACH50 (R402.4.1.2). ST. LUCIE COi��OIiLTL6LSG D IO REVIEWED FOR CO N e® , V� REVIEWED Y DATE ,2nno,6Plla1#N6iANDP T To�v�g1l �V?a A Section OR NO 1NSP£CnON Wlhb R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 INp111- - t1MMAov cu=~l 10T oce^or PROJECT rive: SEDONA DEVELOPMENT B Bedrooms: 12 Address Type: Street Address Building Type: User Conditioned Area: 4044 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 6 Worst Case: No PlatBook: Builder Name: Permit Office: ST. LUCIE COUNTY Rotate Angle: 0 Street: 32003210 MORNING Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: Fr. PIERCE, Family Type: Multi -family New/Existing: New (From Plans) FL, Comment: CLIMATE Design Location Design Temp Int Design Temp Heating Design Daily Temp TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO BEACHJWUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blockt 688 6880 2 Block2 667 6670 3 Block3 667 6670 4 Block4 1334 13340 5 Block5 688 6880 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID F(nished Cooled Heated 1 UNIT 1 688 6880 Yes 2 2 1 Yes Yes Yes 2 UNIT 667 6670 No 2 2 1 Yes Yes Yes 3 UNIT3 667 6670 No 2 2 1 Yes Yes Yes 4 UNIT 4AND 5 1334 13340 No 2 4 1 Yes Yes Yes 5 UNIT 6 688 6880 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio UNIT 1 125 It 0 688 ft' _ 1 0 0 2SIab-On-Grade Edge Insulatio UNIT2 125 It 0 667 ft' _ 0 0 1 3Slab-On-Grade Edge Insulatio UNIT3 125 ft 0 667 ft' —. 1 0 _ 0 —_ =4SIsb-On-Grade Edgelnsulatlo UNIT4 AND 5 250 ft 0 1334 ff _ 1 0 0 5 Slab -On -Grade Edge Insulatio UNIT 6 125 ft 0 688 ft' _ 1 0 0 12/7/2018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 6 « m N p� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m U m C O 6 F o oj Oj Oj 0 �o in m m m N N b b w ❑- jO N o O G O 0 6 0 C d d O 0 0 0 d 0 0 d 0 d 0 G c; 0 OI o 0 2 ' J > 3 LI y Z 5 W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m LL LL � Z 0 0 0 0 0 LL L' w Q O Z Z C C ' 'K o O O O o O 0 0 0 O O O o 0 0 0 0 0 0 0 m 0 O m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l d m �• '�• m v v v v m v m< o m voa' m m n w m o m a W m m m co �_ t Y a_ v m m x o Z m J v v v v a m v m v a v W m FVV a W j o m 0 m 0 m 0 m o m Q. ' _ U .- .- .- — — .- .- — — (> > V v v o v v v v v v v v v v v v a v o o a o m o ❑ ❑ ❑ ❑ Q tr Q m m - y N N N N m m m m 7j t0 m 'm m a Q F- Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z a a Z Z Z c O !Z v 5>>>> _ _ 5 9 3 a a 3 9 3 •3 9 G C m m C C C C C C C t C C C C w t m i C C C C C C E C = = 5 5 = E = = 5 5 = •= 5 aige0 0000 0000000 00 Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E m m m m m m m m m m m m m m m m m m m m o a a o m m }}muu m C C C C C C C C C C C C C C C c C C C oc o O o O U O o C� O o U O U O U O o o 0 O O O O O O O O O O o U o r, o o :.% � U o � `o ` `o `oo` o o 0000 o o o o o `o_ o W IL Q __o I� T U 7 7 7 7 W r F � W lil Ill I31 LLI iil O ' N ' in N m V m Z W w 3 Z W w W Z W w 3 Z W w 3 Z W to � v ml rl w o I C FORM R406-2017 INPUT, 1IMMARY CHECKLIST REPORT DOORS # Omt DocrType Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated UNIT 1 None .37 3 6 6 20 ft' 2 N Insulated UNIT None .37 3 6 8 20 112 3 S Insulated UNIT 3 None .37 3 6 8 20 ft2 4 W Insulated UNIT4AND None .37 3 6 6 20ft' 5 W Insulated UNIT 4 AND None .37 3 6 8 20 ft2 6 S Insulated UNIT 6 None .37 3 6 a 20 ft2 WINDOWS Orientation shown is the entered Proposed orientation. Wall V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 It 0 in 1 ft 4In Drapes/blinds None 2 S 3 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 in 1 ft 4 in Drapesiblinds None 3 W 4 Vinyl Low-E Double Yes 0.6 0.25 N 15.0 ft2 1 ft 0 in 1 ft 4In Drapes/blinds None 4 N 5 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 7 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 in 1 ft 4 In Drapesiblinds None 6 N 9 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 ft 0 in 1 ft 4 in Drapesiblinds None 7 S 11 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 in 1 ft 41n Drapes/blinds None 8 N 13 Vinyl Low-E Double Yes 0.65 0.25 N 80.0 ft2 1 ft 0 in 1 ft 4In Drapes/blinds None 9 S 15 Vinyl Low-E Double Yes 0.6 0.25 N 40.0 ft2 1 ft 0 in 1 ft 4 In Drapesiblinds' None 10 N 17 Vinyl Low-E Double Yes 0.65 0.25 N 40.0 ft2 1 ft 0 in 1 ft 4ln Drapes/blinds None 11 E 18 Vinyl Low-E Double Yes 0.6 0.25 N 15.0 ft2 1 ft 0 in 1 ft 4 In Drapes/blinds None 12 S 19 Vinyl Low-E Double Yes 0.6 0.25 N 20.0 ft2 1 ft 0 in 1 ft 4 In Drapesiblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 4718 259.01 487.11 .3446 7 HEATING SYSTEM # System Type Subtype Efficlenoy Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 17 kStu/hr 1 sys#1 2 Electric Strip Heat/ None COP:1 17 kStu/hr 2 sys#2 3 Electric Strip Heat/ None COP:1 17 kBtu/hr 3 sys#3 5 Electric Strip Heat( None COP:1 17 kBtu/hr 5 sys#5 4 A Electric Strip Heat/ None COP:1 17 kBtu/hr 4 sys#4 4 B Electric Strip Heat/ None COP:1 17 kBtu/hr 4 sys#4 12/7/2018 7:28 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 6 FORM RAnk'9rP17 161nr 11 'rnaRaA ev COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 clam . 0.8 1 sys#1 2 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 2 sys#2 3 Central Unit/ None SEER., 16 18.8 kBtuthr 564 cl'm 0.8 3 5ys#3 5 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 5 sys#5 4 A Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sys#4 4 B Central Unft/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 0.95 40 gal 130 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply— — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 135 ft2 Attic 35 fP Default Leakage UNIT 1 (Default) (Default) 1 1 2 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 2 2 3 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 3 3 4 Attic 6 260 ft2 Attic 65 112 Default Leakage UNIT 1 (Default). (Default) 4 4 6 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 5 5 TEMPERATURES Progremabl[e T�hermosta[Xt:]]Y Calling Fans: Heating Venting [X] [[ II Jan Feb Jan Feb Mar [[ APB E [X] [X] [ ] Jay un Jul [ ] Aug f ] Sep L � Oct 1 May t 1 t J X Mar [ l l L ] II I]I Jun ]]] Jul [ ] Aug [ ] Sep lXl Nov Dec 1217/2018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2017 INPIIT _i1IMMA12V CWFCI[I 1¢T DCOnOT Thermostat Schedule: HERS 2006 Reference . Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM PM 66 68 66 68 68 66 66 68 68 68 68 68 68 68 88 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8lbs/sq.ft. 0 ft' oft 0.3 UNIT 1 Default(8 Ibs/sq.ft. 0 ft= Oft 0.3 UNIT 2 Default(8lbs/sq.ft. 0 ft' 0 It 0.3 UNIT 3 Default(8 lbs/sq.ft. 0 ft' Oft 0.3 UNIT 4 AND 5 Default(8 lbs/s.ft. 0 ft' 0 It 0.3 UNIT 6 Name: Test Rater Rating Compant: Test Rater 12f712018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6 2017 - AIR BARRIER AND INSULL 'r .JN INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SEDONA DEVELOPMENT Bldg 15 Builder Name: Street: 3200-3210 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number..1802-0532 1 Owner. Jurisdiction: w Design Location: FL, Fort Pierce x U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable Insulation shall requirements The exterior thermal envelope contains a continuous air barrier. Breaks orjoints in the air barrier shall be sealed. not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped calling/sotht Access openings, drop down stairs or knee wall doors to shall be aligned with the air barrier. unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities wIthin corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed, Knee walls shall be sealed. with a material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be Installed in substantial contact and continuous alignment with the air baffler. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated. Floors (including The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity Insulation shall be installed to a above -garage maintain permanent contact with the underside of anndd cantilevered subfloordecking,orfloorframingcavityinsulation floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented Crawl spaces shall be covered with Where provided Instead of floor insulation, insulation a Class 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures Installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring and plumbing In exteriorwatls,-orinsulationthaton - ---: _-- - --- - Installation readily conforms to available space shall extend behind nining and wirina Exterior wails adjacent to showers and tubs shall Shower/tub on exterior wall The air bonier installed at exterior walls adjacent to showers and tubs shall separate them from the showers and tubs. be Insulated. Electrical/phone box or The air barrier shall be Installed behind electrical or communication exteriorwalis boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed In a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids of Ioa walls shall he in anrnraer!m %tith •h....,...:-,.._,. a. In addition, Inspection - _- ____. .__ .........- ..............� .., ,..vow. 1217/2018 7:28 AM EnargyGauge® USA FBC 8th Edition (2017) Compliant Software Page 1 of 1 2017 Eh DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level 2. Single-family or multiple -family 2. Multi -family a) Supply ducts R b) Return ducts R 6.0 6.0 3. No. of units (ifmultiple-family)3. s c) AHU location Attic/Attic 4. Number of bedrooms 4. 12 13. Cooling system: Capacity 112.8 5. Is this a worst case? (yes/no) 5. No a) Split system SEER b) Single package SEER 6. Conditioned floor area (sq. ft.) 6. 4044 c) Ground/water source SEER/COP d) Room unit(PTAC EER 7. Windows, type and area e) Other 16.6 a) U-facton(weighted average) 7a. 0.631 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 14. Heating system: Capacity 102.0 c) Area 7c. 390.0 a) Split system heat pump HSPF 8. Skylights b) Single package heat pump HSPF a) U-factor:(weighted average) 8a. NA c) Electric resistance COP d) Gas furnace, natural gas AFUE 1.0 b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUET 9. Floor type, insulation level: 1) Other a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 10. Wall type and insulation: b) Gas fired, natural gas EF c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 1082. 11. Ceiling type and Insulation level 16. HVAC credits claimed (Performance Method) a) Under attic 11a. 30.0 a) Ceiling fans b) Cross ventilation Yes No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. Yes e) Multizone heating credit f) Programmable thermostat Yes 'Label required by -Section R303.13 of the Florida Building Code, -Energy Conservation, if not DEFAULT---- - I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Address of New Home: 3200-3210 MORNINGDEW CIRCLE City/FL Zip: FT. PIERCE. FL 12/7/2018 7:28:28 AM EnergyGauge® USA 8.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 RECEIVED OFFICE USE ONLY: DEC 10 2018 DATE FILED: �eiwitlinQ Bepaittnent REVISION FEE: d®°U"ty PERMIT # 1 QQ RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: abc-16 A 3zw 32-I0 DETAILED DESCRIPTION OF PROJECT REVISIONS: Ir,) � f_I k^ CONTRACTOR INFORMATION: STATE of FL REG./CE T. #: car. OQ- o3 BUSINESS NAME: W&pACS 3 A QUALIFIERS NAME: 7KC 0- ADDRESS: L a CITY: f`tOTC 4 STATE: C. PHONE (DAYTIME): -7-)2 9" I I � C) OWNER/BUILDER INFORMIATION: NAME: ` L� ADDRESS:kS41n CQ.S CITY: 5C STATE:. PHONE (DAYTIME: S =ARCBnECT/ENGINEER-INFORMATION:- NAME: -i 0sC ADDRES i o* CITY: 4• STATE: PHONE (DAYTIME): ST. LUCIE CO CERT. #: _ ZIP: FAX: I Cr. i. 4 t �• 4 l "lam ZIP: r% jp_, �\ File COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: SEDONA DEVELOPMENT Bldg 15 Builder Name: street: 3200-3210 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number..1802-0532 Owner. Jurisdiction: Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 11. New construction or existing New (From Plans) 9. Wall Types (6420.0 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.1 6420.00 ft2 3. Number of units, if multiple family g b. WA R= ft2 4. Number of Bedrooms 12 c. N/A d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types (4046.0 sgft.) R- ft2 Insulation Area 6. Conditioned floor area above grade (1`12) 4044 a. Under Attic (Vented) b. NIA R=30.0 4046.00 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c• WA R-- ft2 7. Windows 390.0 ( sgft.) Description Area 11. Ducts 3 additional duct system(s) R ft2 6 135 a. U-Factor. Dbl, U=0.65 240.00 ft2 b. Sup: Attic, Ret: Attic, AH: UNIT 1 6 136 SHGC: SHGC=0.25 c. Sup: Attic, Rat: Attic, AH: UNIT 1 (sea detail b. U-Factor. Dbl, U=0.60 150.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 18.8 SEER:16.00 c. U-Factor: NIA ft2 b. Central Unit 18.8. SEER:16.00 SHGC: 3 additional cooling systems (see details) d. U-Factor: WA ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. b. Electric Strip Heat 3 additional heating systems 17.0 COP:1.00 (see details) Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (4044.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 4044.00 ft2 b. Conservation features EF: 0.950 b. WA R c. N/A None R= ft2 15. Credits CF, Patel Glass/Floor Area: 0.096 Total Proposed Modified Loads: 151.79 PASS Total Baseline Loads: 157.99 I hereby certify that the plans and specifications covered by this Review of the plans and STg�e calculation are in compliance with the Florida Energy Code. specifications covered by this �gIRE calculation indicates compliance the ''"`O with Florida Energy Code. Before F nnuK a DATE: -- construction is completed this building will be inspected for U? - y compliance with Section 553.908 I hereby certify, that this building, as designed, is in compliance with the Florida Energy Code. Florida Statutes. WE OWNER/AGE N_T_:-= ----- --- - - - -BUILDING-OFFICIAL: -- - DATE: DATE: -- --- Compuance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 1217/2018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 IIUaI IT _:SAnMeov ruerirr reT n�sisT PROJECT Title: SEDONA DEVELOPMENT B Bedrooms: 12 Address Type: Street Address Building Type: User Conditioned Area: 4044 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 6 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 3200-3210 MORNING Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House Fen: No City, State, Zip: FT. PIERCE, Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO BEACH—MUNI 39 9D 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blockl 688 6880 2 Block2 667 6670 3 Block3 667 6670 4 Block4 1334 13340 5 Block5 688 6880 SPACES Number Name Area Volume Kitchen Occupants Bedrooms In61ID Finished Cooled Heated 1 UNIT 1 688 6880 Yes 2 2 1 Yes Yes Yes 2 UNIT 667 6670 No 2 2 1 Yes Yes Yes 3 UNIT 3 667 6670 No 2 2 1 Yes Yes Yes 4 UNIT 4 AND 5 1334 13340 No 2 4 1 Yes Yes Yes 5 UNIT 6 688 6880 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio UNIT 1 125 It 0 688 112 ____ 1 0 0 2 Slab -On -Grade Edge Insulatio UNIT 2 125 ft 0 667 ft2 _ 0 0 1 3SIab-On-Grade Edge Insulatio UNIT 3 125 ft 0 667 ft2 — 1 0 0 4SIab-On-Grade Edge Insulatio UNIT 4 AND 5 250 ft 0 1334 ft2 — 1 0 0 Slab -On -Grade Edge Insulatio UNIT 6. 125 It 0 688 ft2 _ 1 0 0 1217/2018 7:28 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 6 Ai 2\IA\2T1� ••uu�w �..��.. ROOF / Roof Gable Roof Solar SA Emltt Emitt Deck Pitch V #. Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 4380 ft2 842 ft2 Light 0.6 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 4044 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) UNIT 1 30 Blown 688 ft2 0.11 Wood 2 Under Attic (Vented) UNIT 1 30 Blown 668112 0.11 Wood 3 Under Attic (Vented) UNIT 1 30 Blown 668 ft2 0.11 Wood 4 Under Attic (Vented) UNIT 1 30' Blown 1334 ft2 0.11 Wood 5 Under Attic (Vented)' UNIT 1 30 Blown 688 ft2 0.11 Wood WALLS Adjacent Spars Cavity Width Height Sheathing Framing Solar Below _ 1 N Exterior Concrete Block - Int Insul UNIT 1 4.1 16 10 160.0 ft2 0 0 0.5 0 2 E Exterior Concrete Block - Int Insul UNIT 1 4.1 45 10 450.0 ft2 0 0 0.5 0 -3 S Exterior Concrete Block - Int Insul UNIT 1 4.1 16 10 160.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul UNIT 1 4.1 45 10 450.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul UNIT 2 4.1 16 10 160.0 ft2 0 0 0.5 0 6 E Exterior Concrete Block- Int Insul UNIT 2 4.1. 45 10 450.0 ft2 0 0 0.5 0 7 S Exterior Concrete Block - Int Insul UNIT 2 4.1 16 10 160.0 ft2 0 0 0.5 0 _ 8 E Exterior Concrete Block - Int Insul UNIT 2 4.1 45 10 450.0 ft2 0 0 0.5 0 9 N Exterior Concrete Block - Int Insul UNIT 3 4.1 16 10 160.0 ft2 0 0 0.5 0 _ 10 E Exterior Concrete Block . Int Insul UNIT 3 4.1 45 10 450.0 ft2 0 0 0.5 0 11 S Exterior Concrete Block- Int Insul UNIT 3 4.1 16 10 160.0 ft2 0 0 0.5 0 _ 12 W Exterior Concrete Block - Int Insul UNIT 3 4.1 45 10 450.0 ft2 0 0 0.6 0 13 N Exterior Concrete Block - Int InsWNIT 4 AND 4.1 32 10 320.0 ft2 0 0 0.5 0 14 E Exterior Concrete Block - Int InsWNIT4 AND 4.1 45 10 450.0 ft2 0 0 0.5 0 _15 S Exterior Concrete Block - Int lnsWNIT4AND 4.1 32 10 320.0ft2 0 0 0.5 0 _16 W Exterior Concrete Block - Int lnsWNIT4AND 4.1 45 10 450.0 ft2 0 0 0.5 0 _ 17 N Exterior Concrete Block - Int Insul UNIT 6 4.1 16 10 160.0 ft2 0 0.5 0 __18_ E Exterior _ConcreteBlock- Intlnsul UNIT 4.1-- 45 10 450.0ft2____ __0_0.5__0_ _ 19 S Exterior concrete Block - Int Insul UNIT 6 4.1 16 77 10 160.0 ft2 0 0.5 0 _20 W Exterior Concrete Block - Int Insul UNIT 6 4.1 45 10 450.0 ft2 0 0.5 0 12/7/2018 728 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 6 oN co V 0 0 A W to ik N W N+ ik O d m a A W N+ C�11 D c N In m m m m N d W m Z' N Z W Z W Z* W Z O m m t� m m f� m [� IMP f$ `� m v Q n V fOl• n• fI 3 o 0d+ J N W � (D J N A W+ O d N N Z Z O 3 5 5 5 5 2 x 2 2 2 2 0 > > > > > > > D > > > > _ adi m o1Di m m odi = d C C C C C C N s r SDS r M r O r D r D r D r D r 5D5 r D r D r OS >>>>>> p O M T M M £ M f T M M T C L C C C C O m p m p m p m p m p m p m p m p m m m m v d m d m d N O o 0 0 D D 0 D p D D D p D p o dy c c c c c c c c c c c c d P P P P P P P P P P P P C Z Z Z Z Z Z W d d d d d d d N m m N O m m m m m m P N C C u, Z C Z =ii i C Z C Z C Z y g { { { { { { { { { { { { T O A A m A V V T = O O O! 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V y O n n n n n n 3 m Z 3 Z Z Z Z Z Z N per, �' D V .9 V m Z Z Z Z Z Z Z Z Z Z Z Z d D d p o D D Li + a n 'D a d N d d d d M C J a m S N + A A m N A N A N A o O C DI O 0 G 0 C 0 G 0 0 O p O p O W O O = C O 0 O O O O 09 .' q I -i ;E ;2 q � .T"' x W W Gl i.+ U1 W Ir VVN c c c E w w w w w w +� V = D p o p o p p p p p p p p o v a v v o a m m rn m rn rn"_ v a v a a M d Q_ d dd N y d N m ro d d D] M fC m a a a a a Q Q A A Vt W N + a > > > > > > > > > > > > W w w oa m m w d d d N N d p n O O O O O O D .� .� Z Z Z Z Z Z Z Z Z Z Z Z d d N + N O N O O D O O O O O O O O d FORM R405-2017 z INIPI Il IfllIMeQV ruerrer ICT �C�AST Q-- - r-- COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm . 0.8 1 sys#1 2 Central Unit/ None SEER: 16 18.8 kBtuthr 564 cfm 0.8 2 sys#2 3 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 3 sys#3 5 Central Unit/ None SEER: 16 18.8 k6tulhr 564 cfm 0.8 5 sys#5 4A Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm - 0.8 4 sys#4 4 B Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 us 40 gal 130 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Carl # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft` DUCTS Supply— — Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 135 ft' Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 1 1 2 Attic 6 135 ft2 Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 2 2 3 Attic 6 135 fN Attic 35 ft- Default Leakage UNIT 1 (Default) (Default) 3 3 4 Attic 6 260 ft' Attic 65 ft Default Leakage UNIT 1 (Default). (Default) 4 4 5 Attic 6 135 ft' Attic 35 fN Default Leakage UNIT 1 (Default) (Default) 5 5 TEMPERATURES Programable Thermostat: Y Calling Fans: Cooling Venting H Jan Feb Jan Feb [D(�� Mar Mar r A r r( Apr Ma rD0' Jun rDD, Jul T00� Au X Be Oct Octct May Jun Jul r i Nov Dec [X] [ [ ] [ ] [ ] Aug Sep Nov Dec 12f712018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6 FORM 11405-2017 I HIPII'1�iIMMAGV 1241CC1[� tc�r oconeT Thermostat Schedule: HERS 2008 Reference Hours . Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 86 66 66 68 68 68 88 68 68 68 PM 68 fi8 68 68 68 68 68 68 68 68 66 68 MASS Mass Type Area Thickness Furniture Fraction Space Defeult(81bs/sq.ft. 0 ft' 0 ft 0.3 UNIT 1 Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 UNIT 2 Default(8 Ibs/sq.ft. 0 ft' 0 ft 0.3 UNIT 3 Default(8 Iba/sq.ft. 0 ft' O ft 0.3 UNIT 4 AND 5 Default 81bs/s .ft. 0 ft' 0 ft 0.3 UNIT 6 Name: Test Rater Rating Compant: Test Rater 12f7/2018 7:28 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6 2017 - AIR BARRIER AND INSULA. �J) N INSPECTION COMPONENT CRFI'ci%lA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SEDONA DEVELOPMENT Bldg 15 Builder Name: Street: 3200-3210 MORNINGDEW CRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number..1802-0532 Owner. Y Jurisdiction: Design Location: FL, Fort Pierce w x U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be Installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. not be used as a sealing material. Celling/atfc The air barrier in any dropped ceiling/soffd shall be aligned with the Insulation and any gaps in the air barier shall be sealed. The insulation in any dropped calling/soffit Access openings, drop down stairs or knee wall doors to shall be aligned with the air barrier. unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top of exterior Walls Cavities within comers and headers of frame walls walls shall be sealed. shall be insulated by completely filling the cavity Knee walls shall be sealed. with a material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed In substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors (including The air barrier shall be Installed at any exposed edge of Insulation. Floor framing cavity insulation shall be installed to aa -garage maintain permanent contact with the underside of and cantilevered subfloor decking, or floor framing cavity insulation floors) shall be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor Insulation, Insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shaft, utility penetrations, and flue shafts opening to exterior or unconditioned spacer shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by Insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures Installed in the building thermal envelope Recessed light fixtures installed In the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Bart insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or Insulation that on_ - Installation readily conforms to available space shall behind Shower/tub on extedorwall The air barter Installed at exterior walls adjacent to showers and tubs shall separate them from the extend nining and wirono Exterior walls adjacent to showers and tubs shall showers and tubs. be insulated. Electricallphone box or The air barrier shall be installed behind electrical or communication exteriorwalis boxes or air -sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed In a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, Inspection of log walls shall'be in aemerdanra wuh fn« ..r,.,.ia�...,e ...,r....... 12f7/2018 7:28 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. _New (From Plans) 12. Ducts, location & insulation level 2. Single-family or multiple -family 2. Multi -family a) Supply ducts R 6.0 b) Return ducts R 6.0 3. No. of units (ifmultiple-family)3. 6 c) AHU location Attic/Attic 4. Number of bedrooms 4. 12 13. Cooling system: Capacity 112.8 5. Is this a worst case? (yes/no) 5. No a) Split system SEER b) Single package SEER 6. Conditioned floor area (sq. ft.) 6. 4044 c) Ground/water d) Room unit/PTAC source SEER/COP EER 7. Windows, type and area e) Other 16.0 a) U-facton(weighted average) 7a. 0.631 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 14. Heating system: Capacity 102.0 c) Area 7c. 390.0 a) Split system heat pump HSPF 8. Skylights b) Single package heat pump HSPF a) U-factor.(weighted average) 8a. NA c) Electric resistance COP d) Gas furnace, natural gas AFUE 1.0 b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE_ 9. Floor type, insulation level: 0 Other a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 10. Wall type and insulation: b) Gas fired, natural gas EF A. Exterior: c) Gas fired, LPG EF 1. Wood frame (Insulation R-value) 10A1. d) Solar system with tank EF e) Dedicated heat pump with tank EF_ 2. Masonry (Insulation R-value) 10A2. 4.1 0 Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. 2. Masonry (Insulation R-value) 10132. 11. Ceiling type and Insulation level 16. HVAC credits claimed (Performance Method) a) Under attic 11a. 30.0 a) Ceiling fans b) Cross ventilation Yes No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. Yes e) Multizone heating credit 0 Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Address of New Home: 3200-3210 MORNINGDEW CIRCLE City/FL Zip: FT. PIERCE. FL 12/7/2018 7:28:28 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1