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RE: M11425 MiTek USA, Inc. 312f 3131 ILLUSION CIRCLE 6904 Parke East Blvd. 3 t Z t Tampa, Fl- 33610-4115 Site Information: Project Customer: Edwards Landing LLC Project Name: M11425 Lot/Block: Subdivision: Sedona Development Address: unknown City: Fort Pierce State: FL Name Address and License If of Structural Engineer of Record, If there is one, for the building. Name: John M Foster -Architect License #: AR0008511 Address: 11205 Ridge Ave City, County: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design ode: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wkd Code: ASCE 7-10 Wind Speed: 160 mph Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7- Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 individual, dated Truss Design Drawings and 0 Additional Drawings. Wiih 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. No. Seal# Truss Name Date 1 T14401780 a 6/26/18 2 T14401781 a1 6/26/18 SCANNED 3 T14401782 b 6/26/18 BY 4 T14401783 gea 6126/18 5 T14401784 va 6/26/18 St. Lucie County 6 T14401785 vb 6/26/18 7 T14401786 vc 6/26/18 8 T14401787 vd 6/26/18 9 T14401788 ve 6/26/18 10 T14401789 vge 6/26/18 0 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision r r 1111111' based on the parameters provided by Chambers Truss. nEngineer's Velez, ``%% �``0Truss My licenseDrenewal date for thestate of Florida is .February 28, 2019. FloridaCOA:6634 68182 •• * IMPORTANT NOTE: The seal on these truss component designs is a certification _ * l that the engineer named Is licensed in the Jurisdictions) identified and that the designs comply with ANSIIrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were Z9 STATE O F 4U •• given to MiTek. Any project specific Information included is for MiTek customers file reference and was not taken into account in the preparation of �i • O Q, : \��� purpose only; designs. MiTek has the design •• O R t , ��� •• these not independently verified the applicability of parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs �i ON AL E���` 1111 a, tt1� into the overall building design per ANSI/rPl 1, Chapter 2. ,loarfuln elez PE No.68162 frekU ,Ine.R.006634 9041'a ceEast Blvd. Tampa R.33610 June26,2018 1 of 1 V ez, J aquin �� , ,�_ �� .., s ' c � �� a, '� Job Truss Truss Type Oty Ply 3121-3131 ILLUSION CIRCLE T14401780 M91425 A SPECIAL 24 1 Job Reference o lional cnamber; ir--,nth., 1m1 nerve, IL o. rou s rear j i aul o lnu ee nmusmes, Inc. we aun zo 1 l:U:oz aule Facet 4.00 Fiff sx6 11 18 17 4.0012 13 12 4x8- 3z411 Sx12MT18HS= 5xl2MT1BHS= 3.411 4x8 LOADING,(psf) SPACING- 2-OO CS'. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.67 15 >817 360 TCDL 7.0 LumberDOL 1.25 BC 0.75 Ven(CT) -1.2414-15 >439 240 BOLL 0.0 ' Rep Stress ]nor YES WB 0.46 Horz(CT) 0.50 10 We rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wmd(LL) 0.85 15 >640 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SPM 30 BOTCHORD WEBS 2x4 SP No.3'Excepl' 6-15,8-13,4-17: 2x4 SP M 30 REACTIONS. (lb/size) 2=178810E-0, 10=178810-8-0 Max Hom 2=-273(LC 10) Max Uplift 2=-1040(LC 12), 10=-1040(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=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=-0497/2652 BOTCHORD 2-18— 2368/4218, 17-18=-2368(4218, 16-17— 2203/4003, 15-16= 2751/5125, 14-15=-2813/5125,13-14=-2244/4CD2,12-13-2406/4218,10-12-2406/4218 .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=07/517, 5.16= 527/359, 4-16= 537/1115, 4-17=-927/577, 3-17=-531/314 Scale=1:80.7 PLATES GRIP MT20 244/190 Ml-16HS 244/190 Weight: 226 lb FT=20% Structure[ wood sheathing directly applied or 2-9-4 oc purims. Rigid ceiling directly applied or 44-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vaud=124mph; TCDL-1.2psh BCDL=3.Opst; h=13ft; B=95ft; L-181t; eave=611; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional) and C-C Eldedor(2) -2-0-9 to 2-8-10. Interior(1) 2-8-10 to 22-80, Extedor(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 nonconcunent 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 3-64) fall by 2-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61=lb) 2=1040, 10=1040. 11^Iry Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33610 Date: June 26,2018 A WAR WG-Vedfydesign Pan Wean dREAONOTES ON WOMOMCLUDEDNDEKREFERANCEPAGEMI74T3mv.Ip YSBEFORE USE Design valld fm use oaywith NNekH canrrecfas. itssdesi(xtkbased oNV Won paamelersatrowrt ond6faanhaNtlua bu8d-g canponenL not �� a Inras/sfem. Before use. The bwang designer must verily the opplicoblity of dedgn parameters and! properly Incorporate ruts design into the overall buldngetesgn. Brach9lntllcotedhtoprevenlbu gofindMtlWnussweborld/ach dmembe y. Addlbraltempocffy dpemwnent Eractrg MiTek' moperty dmnage. for genera guidonce dadag the faM l gaC O. de Very, eTe floneantl txochg of inures tns ems �� G DSBdg and BCSlgWdhy Component 6904 Parke East Bad. SOhN%darmalbmvalable from 1� Mat. Institute. 218 N. Lee Street. Wt. 312, Ne�ria.VA =41.IRaM, ToWn,FL=10 Job Truss Truss Type Ply 3121-31311LLUSION CIRCLE 70ty T14401781 Mf1425 Al SPECIAL 1 • Job Reference (optional) Chambers Truss. Inc., Fort Pierce, FL Sx6 = 4.00 F12 6 5.130 s Mar 11 201 B MI I eK Inaustnes. Inc. I ue Jun zb 1 Scale=1:79.5 17 16 12 11 4x6 = 3.6 11 Sx8 _ 4.00 F12 S08 = 3x6 11 4x6 11-90-n0 6-11--99 2,88-]0 -e4-]7 344.0 360 381P0 464-0 4 -4-0 -6-00.nn0 06 Plate Offsets (X Y)-- 14:0-3-0 03-01 18:0.3-0 03-01 f 12:0-5-12 D-2-121 116:0-5-12.0-2-121 LOADING (QSO SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Ven(CT) -0.6314-15 >730 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 HOR(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Maldx-MS Wind(LL) 0.43 14-15 >999 240 Weight: 2231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-53 oc bracing - WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=149310-8-0.11=1972/0-8-0 Max Hom 2=270(LC 11) Max Uplift 2-886(LC 12). 11=-1042(LC 12) FORCES. (Ib) - Max. CompJMmL Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3590/1973, 3-4=3102/1787, 4-5=3737/2073, 5-6--3569/1899, 6-7=3569/1880, 7-8-2780/1467, 8-9=-1177/661, 9-10- 1087/690 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=398/889, 7-13-827/598, 8-13=-955/1628, 8-12=-1188/761, 9-12=-1312/1866,9-11-17.88/1444,5-14= 354/391,4-15=-206/620,4-16= 629/374, 3-16=-549/330 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.Opst; h=13ff; B=95ft; L=481t; save=6fl; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -2-0-9 to 2-8-10, Inte for(1) 2-8-10 to 22-8-0, Eldedor(2) 22-e-0 to 27-53 zone; can0lever right exposed ;C-C for members antl forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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 tmss 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 lb uplift at joint(s) except 6tdb) 2=886, 11=1042. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6834 6904 Parks East Blvd. Tampa FL 33610 Date: June 26,2018 O WARN4yo-Vedrydasrgnpanme1mmdREAON07E5 ON 7Nb MDMCLUOEDNREKREFERANCEPAGEU 7473MV 10=016EEFORE USE Design "Id for use only W% Mnekl)Connectors. this dedgn Is based only upon paameters 5140 nand Mel, on ardlvldual Loading component, not L a truss system. Before use, the bildlrg designer must very fine applIcabilly of deslert lowaneters anal properly incerpoole mhtlesgn Into the overall AddltiondtemporaymdPamnazsentbradng MiTek• colt gdesign. aochglntlkaletllstoprevent backing o(IntlMdsothuawebasd/mchanimembersonly. k always required(a doWlly antl to peven7 collapse with posUle lxersorgl h„ey acy propeM tlancge. for OCneral gWdasce re9aWgtlse 6904 Parke East Blvd. fabtoatron. storage, tl oat bracing of ld OOO®y CrRaN, OSBd➢msClC98ulohp CempanMl S, N. Tonpa. FL aa610 eef. SutemS Aexar/IP71 Truss Le SONryfNormclkyrrvcRoble from inra Plate tivaMe. 218 N.lae Sheet. outs 312 P1exolxNa VA 22314. liable from16 Truss Truss TypeFQ7T— 3121,31311LLUSION CIRCLE rJob 425 B COMMON 1 • Job Reference (optional) Chambers lMSS. MC., MR vieme, rL o. I ou a ma,,, zu,o Nn, en inuusmns, mc. ,ur cv,,. w:ea eula raga, ID:mxt3z000IcPw?thmwC9H W gzvAOu-?mmANFvhulDULd W aA6ZWy5Ygwnw3S66G?Y_cz20rE 46 = 2 F RIIIIII 3u4 = 3x4 = Scale =1:24.9 f 7-0-0 140--0 r 7 0 0 Plate Offsets (XY)-- f1,D-0.8 Edgel (3:D-O-e Edgel LOADING (I o SPACING- 2-0-0 CSI. DEFL in Coo) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(L-) -0.07 4-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(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 FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 4-10 >999 240 Weight: 49 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=518/0-".3578/0.8-0 Max Horz 1-150(LC 10) Max Uplift 1-275(LC 12). 3=-275(LC 12) FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-748/609, 2-3 748(609 BOT CHORD 14= 384/605, 341— 984/605 WEBS 2-4-82/326 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purIns. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Sit; B=9511; L=48ft; eave=6f; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 4-93 Intenor(t) 4-9-3 to 7-0-0, Extedor(2) 7-0-0 to 11-93 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonooncument Wth 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 gt=lb) 1=275, 3=275. I� 0 Joaquin Velez PE No.68182 IERek USA, Inc. FL Ced (IM 6904 Parka East BNd. Tampa FL 33610 Date: June 26,2018 A WARNprG-VerilydW9mpararnef..dRFADNOTE50NTha9ANDWMUDMAMn KREFER4NLEPAGEN7M.. fM1O FSBEFORE USE De rin vdld fm use oNyw10, NJieleH crotvcctors. rh!sdesgn 6 basetl oNy upon PMCV retenahown, and IS for an 9,dhAtlud Wadag component not a mu,,sysfem. Before use, the bBdrg desgr>er m,alvedly the 0M8CdbalIy of design P«amelea orrd propedy kicorporate Mb Oeslgn lnto Ire oveldl .*. Atltlinonal temporary mdpennanent bracU,g MiTek' bIDtlhg design. Waciglndlcaledhtop wnf WcklhgofbdMdudlmsswebantl/«chMd Memne E dways req,4retl r«sfabalryantlto aevenf cdlapse wnn posmle perorwb trrkey antl lxopedy damage. For genera eWdance re0«Nrg the tleMee eAxcocla10Us1ry CrRerYr,04E-09arWSCaBuldhgComponsnl lmsswslte padre. Safely Temp Parka ftr rand &nmaage, 21814.Lee 312. SaNtyhmrmaflefgva0abe from Ina[ Bole msllMe. 218 N. Lee Sheet, aWte 312 Plexontld2 VA22314. 33610Blvd. Tampa. FL 33610 Job Truss Truss Type aY 3121-31311LLUSION CIRCLE FPYI T14401783 M17425 GEA GABLE 3 Job Reference (option 1 Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Jun 26 11 Scale = 127.3 4x4 = 3x4 = 14-fh0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB ud PLATES GRIP TCLL 2eC Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 9 Wr 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 Incr NO WB 0.10 Horz(CT) 0.00 8 n/a n1a BCDL 10.0 Code FBC2017/TP12014 MatdxS Weight: 65 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3 REACTIONS. Al bearings 14-0-0. (Ib) - Met Horz 2=181(LC 11) Max Uplift All uplift 100 Ib or less al joints) except 2= 192(LC 12), 8=-192(LC 12), 13=-111(LC 12), 14— 1D3(LC 12),11=-111(LC 12),10=-103(LC 12) Max Gmv All reactions 2501b or less at joinl(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (Ib) - Max Comp-fMa t. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 4-5= 81/283, 548=-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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=13f1; B=95ft; L=48ft; esve=211; 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-M to 11 -9-3 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 tntss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTP1 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 Imss has been designed fora 10.0 psi bottom chord live load nonconcurent with any other live loads. 8) `This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3.&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2, 192lb uplift at joint 8, 111 Ib uplift at joint 13.103lb uplift at joint 14, 111 lb uplift at joint 11 and 103 lb uplift at joint 10. Joaquin Velez PE No.88182 fdiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33810 Date: June 26,2018 A WANNNG-Vedlydoslgnpanmelersand NEAGNOT6 ON T 011)MCLUDWUM17KRE EN4NCEPAGEMIF7473.. INO342015SFFOBEUSE. De9gnVdldfat UseonlyWfln Mlrekeeonteclon.lNs deOgnbbasetl only upon paramelersstevrtt mdhfor an lrWMdiW b1id4g cwnr»nenL not �r- ■` a tone system. Before use, tee buldng designer mist vexry Ine appllcobBN of design paometers and properly Ncoryorate Ihls design Into the overall Bi hlopeventbucklNgoflrxaNdualmmwebandto chedmemb mrs AddOonallempaaryantlpeimanenlbraceg MiTek' bWdngdeslgn. c gNdkWl y Is always requhed for stadllly antl to prevent collapse w possible persarx8 Nlury antl property dung.. For general guidance regardng ite Pork 6904 69MP ie Een Bled. faGlcation.storage.delivery, eteclion and bracing of tomes and hues systems. seeANS4Mft OuaW cz,alb, GSed9 and SC51 B Idbg Comen pont e 396t0 aafetyAfolmolb/pvdlade hom Truss Plate hstltute. 218 N. Lee street,Wile312. Plexarxida, VA 22314. Job Truss Type Cry Ply 3121-3131 ILLUSION CIRCLET74401784 FVA M11425 P VALLEY 6 1 • Job Reference (optional) unambers IMae, Inc., 'On rlarce, FL 0. IOU b MCI I I LV IV MI I CM1 IIIUUbII1eV, IIIU. IJ:J! CV I O Yage I I D:mxl3z000IcPx?thmwC9H W gzvAOu-xBmo)=QwTCadyIXbKOU 1 SBdg IOzLPaaU13Uz2CrC 4x4 = 3 Scale =1:22.4 e 7 6 3x4' 2x3 II 2Y3 11 21d1 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud TOLL 2�0,0 Plate Grip DOL 1.25 TO 0.28 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(CT) Na - Na 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 DOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 PLATES GRIP MT20 2441190 Weight: 481to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purms. BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. Al bearings 13-4-0. (lb) - Max Horz 1= 130(LC 10) Mac Uplift All uplift 10011bor less aljoint(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=324(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6= 241/336, 2-8=-242/336 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.Opst; h=13ft; B=95ft; L=481t eave=6f; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-7-7 to 5-4-10, Interior(l) 5-4-10 to 6.8-0, E tedor(2) 6-8-0 to 11-5-3 zone;C-C for members and forces & MW FRS 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 pat bottom chord live load nonconcunent 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 100lb uplift at joint(s)1, 5 except 61=1b) 6=196, 8=196. w Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66U 6804 Parke East Blvd. Tampa FL 33610 Data: June 26,2018 A WARNNG-VedfydadgnPaemefereand RE40N0TES ON TNISAND NCLUDED ATEKRFFER4NCEPAGEf 7=1 rev. 10AKUMISSEFORE USE Dasiga vaidfor Use onty vAtn MflekDconnecton.lt4s V[VaM is based orly upon parameters shown. and Isfor an bade d WadtrxF component, not a IIIa system. Bef«e roe, the GIDWg tlesUner must venry the opWkabAlly of design parameters aM Ixopedy alcorporate this design Into ltle overall aackfglr iy. Adtlllbrvltemporaryandpermax;niOradrnG MiTek' InUldsVVIesign. tedistopfevenlbucldNGofaldvidualtnlnweband/adwrdmemD mrs is onvays requi ed fo Moodily antl to Wevenl collapse w possible Penorlai 40 antl properly damgle. For General gultlawe renmdlrlg the d brocIng of trusses and tsystes, seeANSUNIF QwMY Cifarb, DSBd9 and BCSI BUIdkrg Component fabdbn catstorage. deltvery, erecibn atruss systems, 69NPark 6904 e East Bhd. Safely WomloliOnavaAoble from Inns Rate bsstlNL a te-218 N. Lee Si eeille 312 Plexandlla. VA 22314. 3asto Job Truss Truss Type Dry Ply 3127-3731ILLUSION CIRCLE T74401785 MI1425 VB GABLE 6 1 • Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 4x5 = 2 a.13e S Mar 112ele MI I eK Inausmes, nc. lae aun co Scale=1:18.3 4 3x4 4 26 11 3x4 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 We n(a BCDL 10.0 Code FB02017/TPI2014 Matdx-S LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/10-8-0, 3=157/10-8-0, 4=383110-8-0 Max Horz 1=101(LC.10) Max Uplift 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. (Ib) - Max CompJMax. Ten. -All forces 250 pb) crises except when shown. WEBS 2-4=247/334 PLATES GRIP MT20 244/190 Weight: 351b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 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; VWt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Ops1; h=13ft; B=95ft; L=48ft; eave=6ft; CaL II; Exp C; End., GCpl=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 tit 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 except Ot=lb) 4=174. Joaquin Velez PE No.68182 fAiTek USA, Inc. FL Cad 6634 6904 Paden East Blvd. Tampa FL 33810 Date: June 26,2018 O WARNNG.VWyde gnparmcem=dBEADNO>'EBONTNISANDMCLUDWO KRUERANOEPAGEN 7473ae. 10032016BEFORE USE Design vaiid for use only vdm Mlfelc®connecters. TN design is based only Upon paameteGtlWWil. and lsfor an Ndlvldual W9d'ap3 component rat a truss system. Befae sae. the buldlrng designer must verify the applicability of design parameters and properly awoWde, ttlb design Into the overall Addtlorallemporayandpermcnedbratsg M!Tek' taAmngdeslga. Wmhglntlbatedbtopmwnibu.MigofindMtluolM1l bra lmcbadmembeaonly. 5always req,IDetlfa slaWlty and topreventcdlapse w0b possaAe perwrwl ryuy aril ProPeM dame. forgererOlgudonceregadugthe mstorage,delWe erectionendbrmil oftnrssesandnusssystemtseeAMXMIIOuaWy Cfflo %DS"P=dBCSIBUSdtlgC MPMA t 6904 Pvka Erm Blvd.IaCdcat Sal-fy kdolmOBornvdlable tram nuts Bale eu0lute, 218 N. tee 6Ueel. Wife 312. Alexagda, VA 22314. Tanya, FL 33610 Job Truss Truss Type all Ply 3121-3131 ILLUSION CIRCLE T14401786 MT1425 VC VALLEY 6 1 ' Job Reference (optional) Gnarober5 1 m55, Inc., Yort r-lerce, r-L 3x4 G ME Faye , ID:mxt3z000IcP W7thmwC9H W gzwfOo-tXOhDcyByXjwgEpLPydo5v719RISstHi l uzm7Nz20rA 4x4 = 11 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud TOLL 2D.0 Plate Grip DOL 1.25 TC 0.51 Ved(LL) Na - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n1a 999 BOLL 0.0 ' Rep Stress Incr YES WE 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-P 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-", 4250/8-0-0 Max Hertz 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 ComplMaz. Ten. -A[] forces 250 (Ib) or less except when shown. Scale =IA4.7 3x4 PLATES GRIP MT20 2441190 Weight: 25lb FT=20% BRACING- TOPCHORD 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 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=13tt; B=95ft; L=18fq eava=6ft; Cat. II; Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Eldedor(2) zone;C-C for members and forces & MVJFRS 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 nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. Joaquin Velez PE No.68182 fdiTek USA, Inc. FL Ced 66U 6904 Parke East BNd. Tampa FL 33610 Date: June 26,2018 A WANNWG-weNryde anpa v1rrs;and READNOTai ON TNiSAND INCLUDED MDEKREPERANCEPAGEMb7=1 raw. I0DSR0156ETOREUSE Design Vol" for use oHyw[M NarexH conneclats. T4,desigr Is b> oNy Upon paometers stwwn.a Wish on IndVId d bu9Nog component, not a true system. Before use, the brDdng designer most vedry the applicablity of design pmanetersond properly hcorporale IM design into the overall .rs Addllionaiiemporaymdpamanenibradrm MiTek' buPdngdesgn. ®o-inockatedhioWovenlb ogofhtlMtludfnmweband/orchordmemb y. 5dwaysregWe torslobaByandlopreveMcdlmse hposWepenawihpayarxlpropertydamage. Forgenerd giddarceregadvg the fabkalbn.storage.delNery,erecibnantlbacirgoflmaesmdh systemsseeANV/WilCuoRy C&oft D5B49mM6CSILUIOh0Cempenenf 6904 PaAe Eesl Blvtl. 69MPFL EmB Safely DlfelmaN4lnvaadxe from Ina, Male IntllMe. 218 N. Lee street. SLlfe 312, NexarxiM. VA 22314. Job Truss Truss Type Ply 3121-31311LLUSION CIRCLET14401787 7101ty M 11425 VD VALLEY 1 • Job Reference (optional) Chambers Truss, Inc., FOR Manx, VL 3x4 G ME 2 4 4x4 = 0.IOU bmN I 1 LV10MI I en mVV]IIICJ, mc. ,unwuco, I.,u.w/av,o 3x4 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TOLL 29.0 Plate Grip DOL 1.25 TO 0.19 Vert(LL) n/a - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BOLL 0.0 ' Rep Stress [nor YES WB 0.05 Horz(CT) 0.00 3 r/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/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 Gmv 1=76(LC 17), 3=83(LC 18), 4=151(LC 1) FORCES. (Ib) - Man CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. Scale=1:10.8 PLATES GRIP MT20 244/190 Weight: 161b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or5-4-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.4.2psf; BCDL=3.0psC h=1311; B=951t; L=48ft; eave�61]1; CaL II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Exte6or(2) Zone:C-C for members and forces & MW FRS for reactions - shown; Lumber D0L--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 nonconcumenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops( 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, 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ced 66U 69116 Padre East Blvd. Tampa FL 33010 Date: June 26,2018 Q WARNWG-VWydsslgnparamaters.d READNOTE50N THMANOWCLUGEDMREKREF NCEPAGEMa-74TJm, I&TW015BEFORE USE WgM vans for use only w1T Mneka connectds. RdsdeslOn Is based ordyupdr palametenst e'v4, and tsfot an OgMtlual W9dng component not a buss system. Before use, the buamng designer most veiny the lk oppoMty of deslan parametersand ProlxnY e,cgrwrate ink design Intone, noverdl bildlig desgn. &achg hvtllcated Is to prevent woldi g of IndMd lmssweb and/or chord members oNy. Add tloncl femporory and permanent broct g MiTek' k always re(¶Med for sfatlily ond! to prevent collc with possible penoral hfkry and property dancge. For general guldonce tegaroing the olbn, storage. delNeW, erection and Noting of trusses and Bms, ue,woeseeAN5yip110ua0y CtQatbOSB ,-0Caf 9 surd ESu[d1W Compo mt 6904 Pe he East st Blvd.fotr saTaryat/onna/brnvcllade from Tess Plate msflMe, 218 N. Lee sheet. 9/te 312. NexaMna. VA22314. Te nark Ea 'P Job Truss Truss Type Qty Ply 3121-3131 ILLUSION CIRCLE T14401788 M11425 VE VALLEY 6 1 • Job Reference (optional) Gnambers I was, Inc., ton Marc% rL a.1Ju s Mar n Culo mu eK Ineeblrleb, wa , ue euu co , rdgv I L Scale 12 2 3 le =1:6.0 46 i 3x4 Q LOADING (of) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(CL) n/a - n/a 999 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Weight:6 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=5312-8-0.3=53P2-e-O Max Horz 1=15(LC 11) Max Uplift 1— 28(LC 12), 3= 28(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- q 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.OpsC h=13ft; B=95ft; L=481t1 eave=6fb Cat. 11; Exp C; Encl.. GCp1=0.18; MW FRS (directional) and C-C Extericr(2) zone;C-C for members and forces 8 MW FRS 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 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 1001b uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 0034 6904 Parke East Blvd. Tampa FL 33610 Date: June 26,2018 Job Truss Truss Type Oty Ply 3121-3131 ILLUSION CIRCLE T74401789 M11425 VGE GABLE 3 1 ' Job Reference o tional Gnambers I fuss, Inc., ron fierce, IL L 3x4 6.00 F12 3 14 2 13 12 H 44 = 4 10 9 Scale = 1:24.9 5 16 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- In (loc) Vdefl Ud TOLL 29.0 Plate Grip DOL 1.25 TO 0.23 Vert(LL) n/a - nfa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n1a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.09 Hoa(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S 8 7 ax4 PLATES GRIP MT20 2441190 Weight: 64 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 THIS COMPONENT TO BE USED IN CONJUNCTION A RIGID DIAPHRAGM. REACTIONS. All bearings 15THIS DIAPHRAGMM MUST BE CAPABLE (Ib)- Max Horz 1=-156(L6(LC 10) TRANSFERRING ROOF LOADS TO THE GROUND Max Uplift All uplift 10011bor less at)oint(s) 1, 7, 11, 9 except 12=-175(LC 12), 8=-175(LC 12) WITH NEGLIGIBLE LATERAL DEFLECTIONS. Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 9 except 12=288(LC 17), 8=288(LC 18) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-12— 210/291, 6-8=-210/291 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE?-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1311; B=95$ L-1811; eave--6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) 0-7-7 to 5-4-10, Interior(1) 5-4-10 to 7-10-11, Exterior(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 Pat bottom chard live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on he 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 100 lb uplift at joint(s) 1, 7, 11, 9 except Qt=1b) 12=175, 8=175. Joaquin Velez PE No.68182 fAiTek USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33610 Date: June 26,2018 AWARNING-VedydaWgnpvamemraandREADNOrES ON nWSANDDICLDDEDMREKREFERANLEPAOIF I7473mv. 101CUMe1SBEFORE USE �R Deslgnvdkl for useordy with M,ITekV,m,,,t0M.rKidegonhbosedonlyupon porometeastwvm. and h form lnmvlduol m1dagcominMent Wt aIm aystem.Befae use, the Wadrg designer must ventythe applicabilty of de9gn poramete.and properlyIncorporate hkdesign Intoine overall ■■ buidirgdoggh efachghdkdedhfopreventWcklegOfln Mdudie webm /orcMrdmembersoNy. AddBonoliemporarymdpennanentbrackg WOW hdwaysreqWedforetablllrycndtopreventcollapsev possmlel rsorlhMyoncIVo rty m o. ForgemrdgutlatceregmdngtW fabncalbm sloroge. delivery. erectbn and brackxl of inrv, arW sWems re ANSUFRIF COa@y Cgoft DSB a9lld BCS1 Bu6dMg Component st tl. Eel BN Ea 6904 Parkrk East B Sarefy Wertnationwdlable from Inert Rare Institute, 218 N. Lee Street.5ulte 312 Alexantlna VA 22314. Terrye, Symbols PLATE LOCATION AND ORIENTATION 13Z4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. SIX For 4 x 2 orientation, locate plates 0-11,E' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location detaf7savaflable In MrTek20120 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 reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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 648 1 1 dimensions shown ftsixteenths (Drawings tscale) not to scale) .2 3 TOP CHORDS JOINTS ARE GENERALLYNUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINTFARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDEN17FIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, 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 t section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 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 BCSI, 2. Truss bracing must be designed by an engineer. For wide truss spacing, IndIvIcUal lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner antl all other Interested parties. S. 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 atlolnt locatlons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated ore minimum ploting requirements. 12. Lumber used shall be of the specles 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. IS. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member a plate without prior approval of on engineer. 17. Install and bad vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. a 20, Design assumes manufacture in accordance with ANSI%TPI 1 Quality Criteria. / r FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: SEDONA DEVELOPMENT 3121-3131 Bulider Name: Street: 3121-3131 ILLUSION CIRCLE Permit Office: ST. LUCIE COUNTY OCT 18 2018 City, State, Zip: FT. PIERCE, FL, SrpNNEC Permit Number. Owner. BY Jurisdiction: Design Location: FL, Fort Pierce County County: St. Lucie (Florida Clim County, Permitting ucie I. New construction or existing New (From Plans) 9. Wall Types(6420.0 sgfL) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.1 6420.00 ft' b. WA R= ft' 3. Number of units, if multiple family 6 c. WA R= ft' 4. Number of Bedrooms 12 d.WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (4046.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 4046.00 fP 6. Conditioned floor area above grade (tt2) 40" b. WA R= ft= Conditioned floor area below grade (ftz) 0 c. N/A R= ft 113 7. Windows(390.0 sgft) Description Area add'onal dud system(s) 6 135 a. U-Factor. Dbl, U=0.65 240.00 ft' b. Sup: Attic, Rat: Attic, AH: 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 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 18.8 SEER16.00 c. U-Factor: WA ft, b. Central Unit 18.8 SEER:16.00 3 additional cooling systems (see details) SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor. WA fP a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 17.0 COP:1.00 • Area Weighted Average Overhang Depth: 1.000 ft. 3 additional heating systems (see details) Area Weighted Average SHGC: 0.250 14. Hat water systems 8. Floor Types (4044.0 sgft.) Insulation Area a. Electric Cap:40 gallons ' a. Slab -On -Grads Edge Insulation R=0.0 4044.00 fP b. Conservation features EF: 0.950 b. WA R= ft None c. WA R= ft' 15. Credits CF, Pstat 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 Review of the plans and STq?� this calculation are in compliance with the Florida Energy specifications covered by this �rii-S88 ,y ae O Code. calculation indicates compliance with the Florida Energy Code. mu,Cw, :3@' ' •. „�O PREPA D DATE: DATE: Before construction is completed this building will be Inspected for compliance with Section 553.908 r Ott 0 I hereby certify that this bull Ipg, s designed, is in compliance Florida Statutes. with the Florida Energy Cc //. C OO1V6 OWNER/AGENT: BUILDING OFFICIAL: DATE: 0 2-7 DATE: - Compliance 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 Phan 7.00 ACH50 (R402.4.1.2). 10/17/201812:16 PM EnergyGauge® USA Section R405.4.1 Compliant Software OCT 1 1 REC'D Pace 1 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: SEDONA DEVELOPMENT 3 Bedrooms: 12 Address Type: Street Address Building Type: User Conditloned Area: 4044 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 8 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 3121-3131 ILLUSION C Permit Office: ST. LUCIE COUNTY Cross Ventilation: No County: St. Lucia Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, Family Type: Mu10-family FL, New/Existing: New (From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Blocki 888 6880 2 Biock2 667 6670 3 Block3 667 6670 4 Block4 1334 13340 5 Block5 688 6880 SPACES - Number Name Area Volume Kitchen Occupants Bedrooms InBI ID Finished Cooled Heated 1 UNIT1 688 6880 Yes 2 2 1 Yes Yes Yes 2 UNIT 687 6870 No 2 2 1 Yes Yes Yes 3 UNIT3 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 PedmeterR-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio UNIT 1 125 ft 0 688 fP _ 1 0 0 2SlatrOn-Grede Edge Insulatio UNIT 2 125 ft 0 667 fN _ 0 0 1 3 Slab -On -Grade Edge Insulatio UNIT 3 125 ft 0 667 ft2 1 0 0 4 Slab -On -Grade Edge Insulatio UNIT 4AND 5 250 ft 0 1334 fP _ 1 0 0 5SIab-On-Grade Edge Insulatio UNIT 6 125 ft 0 688 ft' _ 1 0 0 1011712018 12:16 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 6 3 IO IW Im IV IO IN IA Iw IN I+ IO IW Im IV IQ IO IA IW , IN I+ Ul Ill Z w m Z y m Z Ill m m Z:E y m Z 3rn A w N+# + # + # Ilnn �mn m �I ffnn IInn Ilnn �lnn �lnn IInn i� �l c c a 0. 0. 0. a. 3 0. 0. 1 0 0 0. 0 0 0 0 0. 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 A 0 A 0 A 0 l) 0 n 0 n 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 2 2 2 2 2 m a 0 a 00� 07 m m m W w w m to W W W w m m Go W xl. on % Ii'c Qw 3i' F IiC' x R' RL RL R- RL b 0 0>> o 5 3 b S N 5 m 5 b 3 b 5 b S m f0 3 W m 0 3 m 3 b 0 0 m � c fG b N b m b m C C C C z i C C C C C C C C C C C C y C C C C C y ¢ b „Z—.� 9 Z Z Z Z Z 9 ,p A A A A A A A A A A j A A A no �A 0 0 0 0 0< m m pp }}ff, N >a N pp AA N yy Ol N W y m O fAf� w fT a! 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S ❑❑ t v v Y r a Y> nz m z '>=zz= z z LL> z r Y> Y Y g m > >> m N 000000 m m m m m m m 0 m m m m o N z z Z z z z 'o 'o 'o m a o ❑ ❑ ❑ ❑ 0 ❑ 00 ❑ ❑ ❑ o' C S 00 00 �' P3 m Fo uJ m «m m « & m m LL w w w w w w w w w w ❑ w ❑ w p c c c c c o 0 0 0 0 0 0 0 0 0 0 — J J J J J J J J J J J J S m N N a N m N N Ztl LL m m m m m m m g m m m m E m r�o, 0 a a a a a a E 5$ ,6$ N f4 z z N 3 3 rn 0❑ a 1- (n (/l CEOfp O � 0 Z fo �; z w Z N z M Z w w I� W W W W W m LL a FORM-R405-2017 IKICI IT &1 r■se■ w - -• ... v�nun�rtr V1lC�rAL101 KCF'UKIF COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 18.8 kBtu/hr 664 cfm 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 kBtu/hr 564 cfm 0.8 3 sysfl3 5 Central Unit/ None SEER: 16 18.8 kgtu/hr 664 cfm 0.8 5 sys#,q 4A Central Unitf None SEER: 16 18.8 kBtu/hr 564 ofm 0.8 4 sys#4 4 B Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sysff4 HOT WATER SYSTEM # System Type SgnTe Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 0.85 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 DUCTS / v # -- Supply — Location R-Value Area — Return — Air CFM 25 CFM25 Location HVAC # 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 fN Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 2 2 3 Attic 6 135 ft' Attic 35 fN Default Leakage UNIT 1 (Default) (Default) 3 3 4 Attic 6 260 ft2 Attic 65 ft' Default Leakage UNIT 1 (Default) (Default) 4 4 5 Attic 6 135 ft' Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 5 5 TEMPERATURES Programablre Thermostat. Y Calling Fans: Heating Venting l J Jan [XI Feb [ )Jan [[ 11 Feb [ 1] Ix1 Mar [(J�q1 Mar 1 f 1 � [ [X] fX1 fX1 X1 fX1 I j 1 Mey f 1 Jun [ 1 Jul E 1 Aug f 1 Sep LJ Oct f001 L ] [ ]Jun I 1 Jul I 1 Aug [ ] Sep lxl Nov [ ] DDee ee 1D117/2018 12:16 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 6 c u k LL 2 � ■ ■ CL z e g a 2 g ƒkkk$k PIE P _T ww ) • |222:: i.� P� _ w Ww; !mow Ple Ple W g � "^�� _ 'A ow - N a g g ,ate w� _ ow . g g �m m g g g Lu w4#w !g £ 7 7 A! ° a ! me L 2012 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SEDONA DEVELOPMENT 31213131 Builder Name: Street: 3121-3131 ILLUSION CIRCLE Permit Office: ST. LUCIE COUNTY City, State, 21p: FT. PIERCE, FL, Permit Number: cYi Owner: Judsdiction: _ Design Location: FL, Fort Pierce COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air baffler shall be installed in the building envelope. Air -permeable Insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air bander shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the Insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers 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. with a material having a thermal resistance of R-3 Knee walls shall be sealed. 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 The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (Including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation ' and cantilevered shell be permitted to be In contact with the top side floors) 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 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 shall be filled by insulation that on Installation readily conforms to the available cavity Installation spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac is. 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 exterior walls, or Insulation that on Installation readily conforms to available Space shall extend behind pIpIng and alrIng Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall 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 exterior walls 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 between fire sprinkler cover plateq and wnilit or cellinga aAn addition, inspection of log walls shall be In accordance with the provisions of [CC-400. 10/171201812:17 PM EnergyGauge® USA FBC Sth 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 a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Multi -family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 12 13. Cooling system: Capacity112.8 a) Split system SEER 5. Is this a worst case? (yes/no) S. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 4044 d) Room unit/PTAC EER e) Other 16.0 7. Windows, type and area a) U-factor.(weighted average) 7a. 0.631 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 c) Area 7c. 390.0 8. Skylights a) U-factor.(welghted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c) Concrete, raised (R-value) 10. Wall type and insulation: A. Exterior: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and Insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 9a. 0.0 9b. 9c. 10A1. 10A2. 4.1 10131. 10B2. 11 a. 30.0 11b. 11 c. 11d. Yes 14. Heating system: Capacity 102.0 a) Split system heat pump HSPF b) Single package heat pump HSPF c) Electric resistance COP 1.0 d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE 0 Other 15. Water heating system a) Electric resistance EF 0.95 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF_ 0 Heat recovery unit HeatRec% g) Other 16. HVAC credits claimed (Performance Method) a) Ceiling fans Yes b) Cross ventilation No c) Whole house fan No d) Multizone cooling credit e) Multizone heating credit f) 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 cc saving features which will be display card will be complet§ Builder i the Florida Building Code, Energy Conservation, through the above energy r exceeded) In this home before final inspection. Otherwise, a new EPL installed code compliant features. Date: y1 J Address of New Home: 3121-3131 ILLUSION CIRCLE City/FL Zip: FT. PIERCE. FL 10/17/2018 12:16:57 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft Right -Suite® Universal 2018 Short Form UNIT #1 QUICK CALCS, INC. 317 ST. LUCIE UN., Fr. PIERCE, FL 34946 PMm:772-466-6799 F=772-466-6796 Email: OUICKCALCS@AOLCOM eLroject intormation For. SEDONA DEVELOPMENT 31213131 ILLUSION CIRCLE, FT PIERCE, FL Job: Data: OCTOBER 17, 2018 Br Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside RH (a/o) - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisture dill. (gr/Ib) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4ADB18S Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 137.2 OF LeavingAirTemp 55.0 OF Actual Heating Fan 231 dm Actual Cooling Fan 627 cliim Equipment Location UNIT #1 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area tls Heat Loss Sensible Gain Latent Gain Htg cfin Clg Clm Time BEDROOM 1 188 5270 6401 818 87 282 Jul 1700 LDT BATH 40 714 267 0 11 11 Jul 1700 LDT KITCHEN LMNG 278 3390 2929 0 50 116 Jul 1700 LDT BEDROOM 2 107 3059 4744 817 51 196 Jul 1700 LDT ENTRY 69 2219 565 0 32 23 Jul 1700 LDT UNIT#1 682 14652 1 14906 1 1635 1 231 627 Jul 1700LDT ' Wrightsoft- 2018-Oct-1714S6O7 Riglt-SuNOL4Vv ml201818.0.16RSU08101 Page '-EDONADEVELOPr4ENr3121-3131 ILLUSION CIRCLEnp Calc=CLTD RORDoorlaws SE -F wrightsoft• Right -Suite® Universal 2018 Short Form UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN.,Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-066-6796 Emil: OUICKCALCS@pOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Job: Date: OCTOBER 17, 2018 By Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside RH (0/6) - 60 Inside RH N - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 DesignTD (OF) 28 15 Moisture diff. (gr/Ib) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4ADB18 Type Elecship Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh Leaving Air Temp 173.5 OF Lea%ingAirTemp 55.0 OF Actual Heating Fan 150 ctm Actual Cooling Fan 627 clim Equipment Location UNIT #2 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static Pressure Across Fan 0 in H2O NAME Area ft2 Heat LOSS Sensible Gain Latent Gain Htg Cfin Clg cfin Time BEDROOM #1 188 4785 6383 818 62 318 Jul 1700 LDT KITCHEN/LIVING. 274 2160 1403 916 23 63 Jul 1700 LDT BATH #1 40 315 190 134 3 9 Jul 1700 LDT BEDROOM #2 111 2665 4563 468 35 205 Jul 1700 LDT ENTRY 54 2268 796 553 26 33 Jul 1700 LDT UNIT#2 667 12193 1 13336 2889 150 627 Jul 1700 LDT wrightsof - 2018-Oa-171456.07 Rigti-SULOUrtw=1201818.0.16RSU08101 Page '-EDONADEVELOPMENr3121-3131 ILLUSION CIRCLEnp Calc=CLTD FmrlDooffares:SE 9 Ri ht-Suite® Universal 2018 Short Form Don: wri htsoft° 9 Data: OCTOBER 17, 2018 UNIT 93 By. QUICK CALCS, INC. 317 ST. LUCIE LN., Fr.. PIERCE, FL 34946 Pi 772466-6799 17ac772-466-6796 Emil: OUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Htg Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH (%) - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Dailyrange (OF) - 15 DesignTD (OF) 28 15 Moisture diff. (grAb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/TEM4A0B18 Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 173.5 OF LeavingAirTemp 55.0 OF Actual Heating Fan 150 cfin Actual Cooling Fan 627 dm Equipment Location UNIT #3 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area fr Heat Loss Sensible Gain Latent Gain Htg cfin Clg dm Time BEDROOM 1. 188 4720 6349 818 62 316 Jul 1700 LOT BATH 1 40 312 189 134 3 9 Jul 1700 LOT KITHCENA-MNG. 278 2167 1415 929 24 63 Jul 1700 LOT BEDROOM 2. 107 2607 4568 458 34 205 Jul 1700 LOT ENT. 54 2240 801 553 26 34 Jul 1700 LOT UNIT#3 667 12046 1 13321 1 2892 1 150 627 Jul 1700LOT Wrightsoft• 2018-OCI-1 7 14:56.07 RigYkSUteOLWv ]201818.0.16RSW8101 Page '.EDONADEVELOPMENrJ121-3131 ILLUSION CIRCLEnp Calc=CLTD Fmre Doorfaaes SE Ri ht-Suite® Universal 2018 Short Form Job: wrightsoft Date: ocroseR 1r, zoos UNIT #4 QUICK CALCS, INC. 317 ST. LUCIE LN.,Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax772-466-6796 Email: OUICKCALCS@yALCOM 01roject Intormation For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT PIERCE, FL Htg Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH (%) - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TO (OF) 28 15 Moisture diff. (gr/Ib) - 61 Heating Equipment Coo ft Equipment Make Make Trane Model Model 4TTR6018J/1-EM4AOB18 Type Elecslrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAKrTemp 173.5 OF LeavingAirTemp 55.0 OF Actual Heating Fan 150 Cfm Actual Cooling Fan 627 cfin Equipment Location UNIT #4 System Type PEAKCV Fan Motor HeatType PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area ft Loss Heat Sensible Gain Latent Gain Htg cfm Clg cfm Time BEDROOM #1. 188 4275 5712 818 62 293 Jul 1700 LOT K ITJ LIV 274 1968 2390 916 23 107 Jul 1700 LOT BATH #1. 40 287 170 134 3 8 Jul 1700 LOT ENTRY.. 54 2053 713 553 26 31 Jul 1700 LOT BED. 2 111 2380 4083 468 35 189 Jul 1700 LOT UNIT#4 667 10963 13068 2889 1 150 627 Jul 1700LDT 411- Wrightsof - 2018-OC-1714:5607 Rigl1I-Sdt80Ur1wmI201818.0.16RSU08101 Page -.EDONADEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Cale=CLTD FmCDoorfawe SE ® Ri -ue® Universal Short Form Dot: -� wrightsoft htSit2018 Sh g Date: OCTOBER 17, 2018 UNIT #.5 By. QUICK CALCS, INC. 317 ST. LUCIE LN., Fr. PIERCE, FL 34946 P1nne: 772-466-6799 Fax 772466-6796 Email: QU1CKCALCSQAOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Htg Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH (o/u) - 60 Inside PH (0/6) - 50 Outside wb (OF) - 78 Inside wb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisturediff. (grAb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018JrrEM4A0B18 Type ElecsUip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh Leaving Air Temp 94.8 OF LeavingAirTemp 55.0 OF Actual Heating Fan 627 cfm Actual Cooling Fan 627 cim Equipment Location UNIT 95 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area tt2 Heat Loss Sensible Gain Latent Gain Htg dm Clg cfm Time WTA-IV 278 1996 2425 929 100 108 Jul 1700 LOT BED.1 188 4275 5712 818 259 291 Jul 1700 LOT BTH 1 40 287 170 134 14 8 Jul 1700 LOT BED. #2 107 2360 4109 458 144 189 Jul 1700 LOT ENT.. 54 2053 721 553 109 31 Jul 1700 LOT UNIT#5 667 10972 1 13137 1 2892 1 627 627 Jul 1700LOT wrightsoR^ 2018-Oa-1714:56D7 ...,. Rigtt-SWe6Uraw=1201818.0.16RSW8101 Page -...EDOMADEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Calc=CLTD Front Doorfao°s SE Ri ht-Suite® Universal 2018 Short Form Job: wrightsofC � Date: OCTOBER 17, 2018 AHU #6 By. QUICK CALCS, INC. 317 ST. LUCIE LN.,Fr.. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Htg Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH (%) - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TO (OF) 28 15 Moisturediff. (grAb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4AOB18 Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 132 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingkrTemp 143.2 OF Leaving Air Temp 55.0 OF Actual Heating Fan 212 cfiT1 Actual Cooling Fan 627 cfm Equipment Location AHU #6 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area ftz Heat Loss Sensible Gain Latent Gain Htg cfm Clg CBT7 Time BED#1 188 5262 6226 628 79 285 Jul 1700LOT BTH #1 40 713 396 134 10 17 Jul 1700 LOT K lTA-IV. 274 3531 2284 916 48 97 Jul 1700 LOT ENTRY 1 69 2216 854 591 29 36 Jul 1700 LOT BED#2. ill 2934 4266 278 45 192 Jul 1700LOT AHU #6 682 14656 14027 2547 212 627 Jul 1700 LOT wrightsoR• w9tt-SUtaCUriwwl201818.0.16RSU08101 '...EDONADEVELOPMEM-3121-31311LLUSIONCIRCLEnq Calc=CLTD FmrtDoorfacesSE 2018-0Q-1714:56A7 Page 1 Right-Suiteg) Universal 2018 Load Summary Job: - wrightsoft° UNIT #1 Date: OCTOBER 17, 201a Y QUICK CALCS, INC. 317 ST. LUCIE LN,Fr..PIERCE. FL 34946 Ptom: 772-466-6799 Fa 772-466-6796 Emil: OUICKCALCS(r AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Zone—UNI_T_#1 COOLING -LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Inside: 75 OF Outside: 90 OF RH: 60 % MoistDA 61.5 grAb 2. 3. 4. 5. SOLAR RADIATION THROUGH GLASS TRANSMISSION GAINS Sensible Walls: 1957 Glass: 1285 Doors: 101 Partitions: 0 Floors: 0 Ceilings: 1306 INTERNALHEAT GAIN Sensible Occupants: 460 Lights: 0 Motors: 0 Appliances: 931 INFILTRATION: Outside air cfm: 6. SUBTOTAL: Spaceload Sensible Envelope 10673 Less external 0 Redistribution 0 7. SUPPLY DUCT 8. SUBTOTAL: Space load +supply dud Actualcfm: 627 at supply TD: 9. VENTILATION: Make-up aircfm: 10. RETURNAIRLOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT 13. DESIGN CONDITIONS Peak load at Jul 1700 LDT TD: 15 OF Mult 1.0 Ins.wb 63 OF Sensible Latent 4154 4648 HEATING LOAD Inside: 70 OF Outside: 42 OF 14. TRANSMISSION LOSSES Walls: 3444 Glass: 2481 Doors: 194 Partitions: 0 Floors: 1378 Ceilings: 511 15. INFILTRATION: Outside air dirt: 16. SUBTOTAL: Spaceload Envelope 10980 Less external 0 Less transfer 0 Redistribution 0 17. SUPPLYDUCT: 18. VENTILATION: Make-up airdm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTALHEATING LOAD ON EQUIPMENT wrlght�oft— RigK6SUtegUriv m[201818.0.16RSU08101 ...EDONADEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Calc=CLTO Frort Doorfaces:SE Latent 1391 380 380 - - 0 30 480 1255 Latent 10673 1635 1635 - - 0 2515 13189 20 - - 0 0 0 0 1717 - 14906 1635 Mult 1.0 TD: 28 OF 97 2971 10980 QE,R 0 0 954 0 574 14652 2018-0Q-1714:56A7 Page RightSuite® Universal 2018 Load Summary Job: wrightsoftUNIT #2 Date: OCTOBER 17, 2018 By., QUICK CALCS, INC. 317 ST.LUCE:LN.,Fr.. PIERCE, FL 34946 P13re: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM •-ject intormation For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PERCE, FL Zone___UNLING.LOAD 1. DESIGN CONDITIONS at Jul 1700 LOT Peak load at Jul 1700 LOT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDitf. 61.5 gdlb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3954 - 3. TRANSMISSION GAINS Sensible 3513 Walls: 1016 - - Glass: 1120 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1277 - - 4. INTERNALHEAT GAIN Sensible Latent 527 380 Occupants: 460 380 - - Lights. 0 - Motors. 0 - Appliances: 67 0 - - 5. INFILTRATION: OutsideaircIm: 60 960 2509 6. SUBTOTAL: Spaceload Sensible Latent 8954 2889 Envelope 8954 2889 - - Less external 0 Redistribution 0 0 - 7. SUPPLYDUCT 2605 S. SUBTOTAL: Space load +supply duct 11560 Actual cfm: 627 at supply TD: 20 - - 9. VENTILATION: Make-up airdm: 0 0 0 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - 11. RETURN DUCT 1776 - 12. TOTALLOADS ON EQUIPMENT 13336 2889 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outside airdm: 95 2926 16. SUBTOTAL: Spaceload 7778 Envelope 7778 - Less wdemal 0 - Less transfer 0 - Redistribution 0 - 17. SUPPLYDUCP 2751 18. VENTILATION: Make-upairdm: 0 0 19. HUMIDIFICATION 933 Piping 0 20. RETURN DUCT 731 21. TOTAL HEATING LOAD ON EQUIPMENT 12193 wrights ft- 2018-0C-1714:56D7 Rlgtt SubaDUiversa1201818.0.16 RSU08101 Page 3 ..£DONADEVELOPMENr3121-3131 ILLUSION CIRCLEnQ CaIc=CLTD Frort Doorfares:SE RightSuite® Universal 2018 Load Summary Job: WrightsOft' uNiT#3 Date: OCTOBER17,2018 er• QUICK CALCS, INC. 317 ST. LUCIE LN.,Fr.. PIERCE, FL 34946 PWw: 772-466-6799 Fm 772-466-6796 Emil: QUiCKCALCS@AOL.COM lgjjg�ject Intormation For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL 1 ZOne;UNIT#3 COOLING -LOAD 1. DESIGN CONDITIONS at Jul 1700 LOT Peak load at Jul 1700 LOT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDif.. 61.5 gdlb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3954 - 3. TRANSMISSION GAINS Sensible 3551 Walls: 1053 - - Glass: 1120 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1277 - - 4. INTERNALHEAT GAIN Sensible Latent 527 380 Occupants: 460 380 - - Lights: 0 - Motors: 0 - Appliances: 67 0 - - 5. INFILTRATION: Outsideaircfm: 60 962 2512 6. SUBTOTAL: Spaceload Sensible Latent 8993 2892 Envelope 8993 2892 - - Less extemal 0 Redistribution 0 0 - 7. SUPPLY DUCT 2574 S. SUBTOTAL: Space load +supply dud 11567 Aclualdm: 627 atsup IyTD: 20 9. VENTILATION: Make-up air 0 0 0 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - H. RETURN DUCT' 1755 - 12. TOTAL LOADS ON EQUIPMENT 13321 2892 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outside airdm: 95 2930 16. SUBTOTAL: Spaoe load 7782 Envelope 7782 - Less eudemal 0 - Less transfer 0 - Redistiibution 0 - 17. SUPPLYDUCT: 2629 18. VENTILATION: Make-upaircfm: 0 0 19. HUMIDIFICATION 937 Piping 0 20. RETURN DUCT 698 21. TOTALHEATING LOAD ON EQUIPMENT 12046 w_right aft- 2018-0d-1714:5697 Rigtt-SUte®Uriwm[ 201818.0.16 RSUD8101 Page 4 ..:EDONA DEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Calc=CLTD Frord Doarfares SE RightSuite@ Universal 2018 Load Summary Job: -�- wrightsoft UNIT #4 Date: OCTOBER 17, 2018 Br• QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Pl 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Zone_UNIT #4 COOLING.LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDift 61.5 gr4b Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3954 3. TRANSMISSION GAINS Sensible 3513 Walls: 1016 - - Glass: 1120 - - Doors: 101 - - Partitions: 0 _ _ Floors: 0 - - Ceilings: 1277 - - 4. INTERNALHEAT GAIN Sensible Latent 1378 380 Occupants: 460 380 - - Lights: 0 - Motors: 0 - Appliances: 918 0 - - 5. INFILTRATION: Outsideaircfm: 60 960 2509 6. SUBTOTAL: Spaceload Sensible Latent 9805 2889 Envelope 9805 2889 - - Less external 0 Redistribution 0 0 - 7. SUPPLY DUCT 1947 _ 8. SUBTOTAL: Space load +supply duct 11752 Actualdm: 627 at sup IyTD: 20 9. VENTILATION: Make-up air 0 0 0 10. RETURNAIRLOAD: Lighting+plenum (net) 0 - 11. RETURN DUCT 1316 - 12. TOTALLOADS ON EQUIPMENT 13068 2889 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outsideaircfm: 95 2926 16. SUBTOTAL: Spaceload 7778 Envelope 7778 - Less extemal 0 - Less transfer 0 - Redishibution 0 - 17. SUPPLYDUCr- 1786 18. VENTILATION: Make-up aircfin: 0 0 19. HUMIDIFICATION 933 Piping 0 20. RETURN DUCT 466 21. TOTALHEATING LOAD ON EQUIPMENT 10963 wrightsof - 2018-Oct-171456.07 _ RiglFSuteOUNveml 201818.0.16 RS W8101 -.EDONADEVELOPME3121-3131 ILLUSION CIRCLEnp Calc=CLTD Fmri Doorfaas SE Pages M- Right -Suite® Universal 2018 Load Summary Job: - wrightsoft° UNIT #5 Bate: OCTOBER 17, 2018 r QUICK CALCS, INC. 317 ST. LUCIE UN., Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax772466-6796 Email: QUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Z6ne.—UNrr#5 CO.OLING.L OAD 1. DESIGN CONDITIONS at Jul 1700 LOT Inside: 75 OF Outside: 90 OF RH: 60 % MoistDift 61.5 grAb 13 c 4. SOLAR RADIATION THROUGH GLASS TRANSMISSION GAINS Sensible Walls: 1053 Glass: 1120 Doors: 101 Partitions: 0 Floors: 0 Ceilings: 1277 INTERNALHEAT GAIN Sensible Occupants: 460 Lights: 0 Motors: 0 Appliances: 931 INFILTRATION: Outside air cBn: SUBTOTAL: Spaceload Sensible Envelope 9857 Less external 0 Redistribution 0 7. SUPPLY DUCT & SUBTOTAL: Space load +supply duct Actual cfin: 627 at suppply TD: 9. VENTILATION: Make-up air cfrn: 10. RETURNAIRLOAD: Lighting +plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT 13. DESIGN CONDITIONS Peak load at Jul 1700 LDT TD: 15 OF Mult 1.0 Ins.wb 63 OF Sensible Latent 3954 3551 Latent 1391 380 380 - - 0 60 962 2512 Latent 9857 2892 2892 - - 0 - - 1957 11814 20 - - 0 0 0 0 1323 - 13137 2892 HEATING LOAD Inside: 70 OF Outside: 42 OF 14. TRANSMISSION LOSSES Walls: 1357 Glass: 2162 Doors: 194 Partitions: 0 Floors: 638 Ceilings: 500 15. INFILTRATION: Outside air cfm: 16. SUBTOTAL: Space load EnvLes 7780 s external Less transfer 0 Redistribution 0 17. SUPPLY DUCT. 1& VENTILATION: Make-up airdm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 4F wrightroft- wgFkSLleOUriv ml201818.0.16RSU08101 .:.EDOMADEVELOPMEW31213131 ILLUSION CIRCLEnp Calc=CLTD ftriDoorfafes SE Mult 1.0 TD: 28 OF 4852 95 2930 7782 W7YA 0 0 937 0 466 10972 2018-Oct-1714:56:07 Page 6 ' WPightsoft' Right Suite®Universal 2018 Load Summary Data: OCTOBER 17, 2018 AHU #6 By: QUICK CALCS, INC. 317 ST.. LUCIE LN.,FT. PIERCE, FL 34946 PMre: 772466-6799 Fax 772-466-6796 Emil: QUICKCALCS@AOL.COM • • • For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT PIERCE, FL Zone:____AHOOLING.LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDifr. 61.5 gdlb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 4121 3. TRANSMISSION GAINS Sensible 4954 Walls: 2262 - - Glass: 1285 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1306 4. INTERNAL HEAT GAIN Sensible Latent 0 0 Occupants: 0 0 - - Lights: 0 - Motors: 0 - Appliances: 0 0 - - 5. INFILTRATION: Outside aircfm: 61 975 2547 6. SUBTOTAL: Spaceload Sensible Latent 10049 2547 Envelope 10049 2547 - - Less eldemal 0 Redistribution 0 0 - 7. SUPPLYDUCT 2364 8. SUBTOTAL: Space load +supply duct 12413 Actualctm: 627 at supply TD: 20 9. VENTILATION: Make-up air: 0 0 0 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - 11. RETURN DUCT 1614 - 12. TOTALLOADS ON EQUIPMENT 14027 2547 HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 8035 Walls: 3470 - Glass: 2481 - Doors: 194 - Partitions: 0 - Floors: 1378 - Ceilings: 511 15. INFILTRATION: Outside air clin: 96 2968 16. SUBTOTAL: Spaceload 11002 Envelope 11002 - Less extemal 0 - Less transfer 0 - Redistribution 0 - 17. SUPPLYDUCT: 2134 18. VENTILATION: Make-up airdm: 0 0 19. HUMIDIFICATION 950 Piping 0 20. RETURN DUCT 570 21. TOTAL HEATING LOAD ON EQUIPMENT 14656 wrlghts f - 2018-OC-1714:56.07 Rigri-SuLDUriv =1201818.0.16 RSU08101 Page 1 ..:EDONADEVELOPMENT3121-31311LLUSIONCIRCLEnq Calc=CLTD Fmrt Doorlaw&SE 9 Duct System Summary Job: wri htsoft° t y ry Data: OCTOBER 17, 2016 UNIT #1 By: QUICK CALCS, INC. 317 ST.. LUCIE LN., Fr. PIERCE, FL 34946 Phore:772-4666799 Fax 772-466-6796 Email: OUICKCALCS@P.OL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Bdemal static pressure Pressurelosses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 231 cfm Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 cfm Name Design (13tuh) Htg (Cfm) Clg (Cfm) Design FR Diam (in) H x W (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 242 11 11 0 0 Ox0 ShMt 0 0 BEDROOMI C 3248 43 141 0 0 Ox0 ShMt 0 0 BEDROOM I -A C 3248 43 141 0 0 Ox0 ShMt 0 0 BEDROOM2 c 2250 25 98 0 0 Ox0 ShMt 0 0 BEDROOM2-A c 2250 25 98 0 0 OXO ShMt 0 0 ENTRY h 529 32 23 0 0 OxO ShMt 0 0 KITCHEN LNWG c 2657 50 116 0 0 Ox0 ShMt 0 0 Return Branch Detail Table Name Grille Size (in) Htg (ctm) Clg (dm) TEL (fl) Design FR Meloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mati Trunk rb3 Ox 0 231 627 0 0 0 0 Ox 0 ShMt * wrightsoit^ . e...�,.�.., Rigft-Stite®Uriversa1201818.0.i6 RSW8101 .-EDONADEVELOPMENr3121-3131 ILLUSION CIRCLExp Calc=CLTD FmrtDoorfaces:SE 2018-OC-1714:56P7 Page 2 wrightsoftDuct System Summary UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE UN., Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Emil: 0U1CKCALCS@AOL.COM Project• • For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 150 dm 0 ft Job: Data: OCTOBER 17, 2018 By: Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 drn Name Design (Btuh) Htg (dm) Clg (cfm) Design FR Diam (in) H x W (in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH91 c 177 3 9 0 0 Ox0 ShMt 0 0 BEDROOM#1 c 6587 62 318 0 0 OXO ShMt 0 0 BEOROOM#2 c 2122 17 102 0 0 OXO ShMt 0 0 SEDRooM#2-A c 2122 17 102 0 0 OXO ShMt 0 0 ENTRY, c 690 26 33 0 0 Ox 0 ShMt 0 0 KrrCHENLNING. c 1302 23 63 1 0 0 Ox0 ShMt 0 0 Name Grille Size(in) Htg Minn) Clg (cfm) TEL (ft) Design FR Meloc (fpm) Diann (in) H x W (in) Stud/Joist Opening (in) Duct Mad Trunk rb4 Ox0 150 627 0 1 0 0 0 Ox 0 1 ShMt Wrightsof - 2018-OQ-1714:56P7 ....•, .._,.s,.., Ngtt-SLMOUrimml201818.O.16RSU08101 Page -.EDONP.DEVELOPMENr3121-3131 ILLUSION CIRCLEnp Calc=CLTD Frort Doorfam&SE Duct System Summary Job: + wrightsoft• Date: OCTOBER 17, 2018 UNIT #3 Br• QUICK CALLS, INC. 317 ST.. LUCIE UN., Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT PIERCE, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (fEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 150 cfm 0 ft Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 cfin Name Design (Btuh) Htg (Cfrn) Clg (cfm) Design FR Diam (in) H x W (in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 1 c 177 3 9 0 0 Ox 0 ShMt 0 0 BEDROOM I. c 6563 62 316 0 0 Ox0 ShMt 0 0 BEDROOM2. C 2131 17 103 0 0 Ox0 ShMt 0 0 BEDROOM2.-A c 2131 17 103 0 0 OXO ShMt 0 0 ENT. c 696 26 34 0 0 Ox0 ShMt 0 0 KRHCENILNING. c 1314 24 63 1 0 0 Ox0 ShMt 0 0 Name Grille Size (in) Htg (cfm) Clg (dm) TEL (ft) Design FR Meloc (fpm) Diam (in) HxW (in) Stud/Joist Opening (in) Duct Mail Trunk rb5 Ox0 150 627 0 0 0 0 Ox 0 ShMt wrightsoft• 2018-Ott-1714:5697 .... ..v.,.�. Riglt-SULSUrtversal 201818.0.16 RSU08101 Page '...EDONADEVELOPMENT31213131 ILLUSION CIRCLExW CaIc=CLTD Fmrt Doorfaces:SE 9 Duct System Summary Job: wri htsoft' y Data: OCTOBER 17, 2018 UNIT #4 Br• QUICK CALCS, INC. 317 ST. LUCIE UN., FT. PIERCE, FL 34946 Plnre: 772-466-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT PIERCE, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 150 Cfm Gait Supply Branch Detail Table Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 cfm Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FIR (in) (in) Mat Ln (ft) Ln (ft) Trunk BA7H#1. c 165 3 8 0 0 Ox0 ShMt 0 0 BED.2 c 3940 35 189 0 0 Ox0 ShMt 0 0 BEDROOM#1, c 6116 62 293 0 0 OXO ShMt 0 0 Ems.- c 641 26 31 0 0 Ox0 ShMt 0 0 KIULIV c 2228 23 107 0 0 Ox0 ShMt 0 0 Return Branch Detail Table Name Grille Size (in) Htg (Cfm) Clg (cfm) TEL (ft) Design FIR Meloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mat I Trunk rb6 Ox0 150 627 0 1 0 0 0 Ox 0 1 ShMt Wrightsoft- 2018-0ct-1714.56.07 •w..•.M-.,..,., NglFSuteOUriveml 201818.0.16 RSU08101 Page ...EDOMADEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Calc=CLTD FRoritDoorfaces:SE wrightsoft Duct System Summary Job: By°e: OCroBER 77, 2018 UNIT #5 QUICK CALCS, INC. 317 ST. LUCIE W., Fr. PIERCE, FL 34946 Phore:772-466-6799 Fax 772-466-6i796 Emil: OUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Extemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest5iction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 cfm Supply Branch Detail Table Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 cfm Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (Cfm) Minn) FR (in) (in) Matl Ln (it) Ln (ft) Trunk BED. 92 c 3972 144 189 0 0 Ox 0 ShMt 0 0 BED. 1 c 6116 259 291 0 0 Ox 0 ShMt 0 0 6TFI1 h 165 14 8 0 0 Ox 0 ShMt 0 0 ENT, h 648 109 31 0 0 Ox 0 ShMt 0 0 Krr/LN c 2261 100 108 0 0 Ox 0 ShMt 0 0 Return Branch Detail Table Name Grille Size (in) Htg (Cfm) Clg (cftn) TEL (ft) Design FR )bloc I (fpm) Diam I (in) H x W I (in) Stud/Joist I Opening (in) Duct Mal Trunk rb1 Ox 0 627 627 0 0 0 0 Ox 0 1 ShMt wrlghbsaf - 2018-0ct-171456:07 ....-. ..._,._.., RGt-SUta8U11veMI 201818.0.16 RSW8101 Page ...EDOMADEVELOPMEM-3121J731 ILLUSION CIRCLE.np Calc=CLTO FmrtDoorfaws:SE wrightsoft® Duct System Summary AHU #6 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Project• • For. SEDONA DEVELOPMENT 3121-3131 ILLUSION CIRCLE, FT. PIERCE, FL Bdemal static pressure Pressurelosses Available static pressure Supply / return available pressure Lowestfiction rate Actual airflow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 212 dT1 Supply Branch Detail Table Job: Date: OCTOBER 17, 2018 By. Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 627 darn Name Design (Btuh) Htg (dim) Clg (cfm) Design FIR Diam (in) H x W (in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED#1 c 3033 40 143 0 0 Ox0 ShMt 0 0 BED#1-A c 3033 40 143 0 0 Ox0 ShMt 0 0 BED#2. C 2047 22 96 0 0 0x0 ShMt 0 0 BED#2.-A c 2047 22 96 0 0 Ox0 ShMt 0 0 BTH 91 c 360 10 17 0 0 Ox0 ShMt 0 0 ENTRY1 c 756 29 36 0 0 Ox0 ShMt 0 0 KrrILN. C 2058 48 97 0 0 Ox0 ShMt 0 0 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Maloc (fpm) Diam (in) HxW (in) Stud/Joist Opening (in) Dud Mat! Trunk rb8 Ox0 212 627 0 0 0 0 Ox 0 ShMt �F wrightsoft` 2016-Or1-1714:5697 Rigrt-Sule®Uriversa1201618.0.16 RSW8101 Paget ...EDONADEVELOPMENT-3121-3131 ILLUSION CIRCLEnp Calc=CLTD FrortOoorfaces SE p012"'W ll Product Data Sheet BUILDING SOLUTIONS Description Poly Wall Blue BorrierTM'Joint Filler 2200 is a structural adhesive and detail sealant used to fill voids and seams and to bond dissimilar materials. Joint Filler can be applied to surfaces and substrates that have been prepared per the Poly Wall Blue Barrier Application Guides. Blue Barrier' Joint Filler 2200 is part of the Poly Wall air and moisture barrier system. Features/Benefits • Large joint and seam filler/Bridges gaps up to 3/4" on multiple substrates • Superior shore hardness/Prevents filler wear and tear • Exceptional adhesion/Bonds to multiple substrates . • Non-sag/Creates a better and cleaner application bead • Environmentally friendly/Solvent free, isocyanate free and low VOC • Advanced proprietary technology/Provides superior adhesion • Wet surface application/Bonds and cures in wet conditions • Class A surface burning rated /Provides added fire protection against flame spread and smoke development Approved Applications Window and Door Installations Mechanical Penetrations Flashing Details Voids in Multiple Substrates Application Methods Use sausage gun with applicable tip to achieve desired bead of material. When bonding to surfaces, ensure the surface is clean from dust and debris. When applying Joint Filler to other Poly Wall Blue Barrier Products, the initial product must be cleaned with approved solvent and brought back to tacky. Surface temperatures must be between 33OF-100°F. Approved Solvents Mineral Spirits Denatured Alcohol VM&P Methyl Acetate (VOC Exempt) www.poly-wall.com Packaging Options Size Part Number: 20 oz. Sausage Tube BB 2200 Joint Filler - 20 OZ 2 Gallon Pail BB 2200 Joint Filler - 2 GAL Typical Properties Cured Properties at 21 days: Hardness, Shore A 60-70 Tensile Strength 250-350 psi Elongation 215-250% Tear Strength 40-50 psi Peel Strength 59 PLI UV Exposure 9 Months Uncured Properties: Tack Free Time <45 minutes Cure Rate 1/8"-16hrs. Note: Cure rates will vary based upon the relative humidity of the application environment. VOC Content <30g/ liter Dilution and Mixing Apply as packaged. Do not dilute or alter. Product Color Blue SCANNED BY St. Lucie Couniy Pig 1 Blue Barrier Joint Filler is a trademark of POI>Afuard' BEP Blue Barrier 2.Penetrations of the Building Envelope Use BEP Blue Barrier joint Filler with BEP Blue Barrier Liquid Flashing or BEP Flash'N Wrap RG to seal around all penetrations in the building envelope. All gaps and voids around the penetration in excess of 3/4 of and inch must be filled with closed cell backer rod and/or closed cell expanding foam. Ensure the backer rod and/or foam is set at the appropriate depth to width ratio. Scuff the penetration and caulk around it with BEP Blue Barrier joint Filler, being sure to carry it onto the penetration itself. Wait 1S minutes, and then apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap to the penetration. Using BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG, coat at least 4" around and onto the penetration. See Diagram # 3. Diagram # 3 BEP Blue Barrier is a www.BEPproducts.com Revision: October 1, 2013 Trademark of �DO1""•.`•n Page 3 of 5 Flashing behind butt joints provides an extra level of protection against the entry of water at the joint. James Hardie recommends 6-in. wide flashing that overlaps the course below by t in. Some local building codes may require different size flashing. Joint -flashing material must be durable, waterproof materials that do not react with cement products. Examples of suitable material include finished coil stock and code compliant water - resistive barriers. Other products may also be suitable. ! Sep. I doS16, Flashing behind to add an additional layer of protecti from water infiltration flashing onto the t p A v_ �,y,rm.Fr counia belOW Pneumatic nailers and cordless nalers can be used to attach James Hardie products to wood, steel, or masonry 'substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nailers should be used for HardleTrim® boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices. Power nailers recommended for attaching James Hardie products are siding nailers, roofing nailers and finish nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure that the nailer chosen fires the fastener recommended for each product for the specific installment situation. PNEUMATIC NAILER USAGE WITH JAMES HARDIE® PRODUCTS Siding Guns HardiePaank® Lap Siding HardiePanel® Vertical Siding HardieShingleO Panels HardieSoffit° Panels Rooring Guns HardiePlanke Lap Siding HardiePanel® Vertical Siding HardieShingle® Panels 'TTP if framing nailers ere used to install James liardre products be sure the'q are fitted with i it mount � a ttachment.to,controt nad seating depth Finish Guns HardleTrim® 5/4, 4/4 Boards HardieTrim®Batten Boards SCANNED BY .St. Lucie County I 11 General Installation 1 1 1 c�E o 1I11 : �r I 711-1MOS - 1-,�53�r x `� a WN ry xr M 'a ffllir.'. ^= rs ', su°: `s``_%s^ktt". ,x c' s "'.t3w - ' 3N For small penetrations such as wires, electrical conduit, Sheathing v .... _.' and pipes less than 1-/z in. diameter (excluding hose bibs) z no blocking is necessary. The circumference of pipe or wire should be sealed with a barrier foam and/or caulked. " � wr^ e�E ULLe! ,p L 4� �4C1 61ECl�Eiir PAIa[v�( QUVL€IOM bF�1 Ew a Ob E R Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure. ! Before installing a unit, please consult the architect or structural engineer to determine if additional bracing is necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains e should extend out 4 in. from the wall, and angle down. s� ri M m 6 `ARE>.n.aPR1T^h^'n'°.�FPne^2P` ,v .v.wc -aa- 2'�£` b: *,t`R: ii'.� r A2g L' FlasNng James Hardie siding and trim products should not be butted 7nm direct) a against mortar or mason water resist v rap P a y g masonry, including stone, brick, or barrier E 9 concrete block. In these situations, a flashing should be installe A to isolate the trim or siding from the mortar or masonry.' OnOt CeWrc� r/a in. c Z 20 PROJECT RIO-2577-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS COVER PAGE EVALUATION SUBJECT EVALUATION SCOPE EVALUATION PURPOSE REFERENGE'REPORTS TEST RESULTS TABLE 1, RESULTS OF 1 TABLE 2A THROUGH TA 4, TABLE 6, ALLOWABLE STRE TABLE 7, ALLOWABLE WIND LIMITATIONS OF USE JAMES HARDIE.BUILDING PRODUCTS, INC. 10901 ELMAVENUE FONTANA, CA 92337 �_c co Z O TABLE OF CONTENTS LOAD TESTING WABLE DESIGN LOADS BY PLANK WIDTH 19 ON C&C PRESSURES EXPOSURE D (MPH) FOR HARDIEPLANK SIDING PAGE 1 2 3 3 4 5 5 6 6 6 7-12 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 -10. THE 2014 FLORIDA BUILDING CODE, AND THE 2612'INTERNATIONAL BUILDING CODE, PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX >r i k 5SA'i F `•• l5 .FSStONAt.,, ' .w.r- HUNTINGTON BEACH. CA 92649 714.292-2602 7I4-908-1815 FAX PROJECT: RI0.2577-15 -DAMES HARDIE BUILDING PRODUCTS.-INC. `i-Be&542-7343 'a�b�lfamesnartlie.com EVALUATION SUBJECT HardlePlank(D Lap Siding James Hartle Product Trade Names covered In this avoloatlon: HararePlarp9 LaP Sa.�9. CemPianM Siding, Preval*` Lap SiOng EVALUATION SCOPE: ASCE7.10 2014 Fbdda Bv,ding cove 2012 hKemadorim Suettng DadLm EVALUATION PURPOSE: .his oaolys:sis to ds;clmew$,e maximm dcs3n SaewndgW wind apced;o be resisted byan a5 M09y of HarduiPmnkiCamPlank..?-cvad Wp),amg farrnru m-wod cr:aelal frarumJ wan r,745 0, we,,l REFERENCE REPORTS: 1. InIB1ek Rep04?1A810CCt7C-002, Trao9varbe bad Wstioy ott.Har4iePmnk and HaidoPmel Fl�Comenl pantos 2. Intri Report IM7170eeCO0-003, Transverse bad haling do HardiePlank and HarG¢Sningle N .'gyp'••. FLOR1���•• 'W HUNTINGTON BEACH. CA 92649 714-292-2802 714.908-18115 FAX PROJECT-. Rla2M-15 -JAMES HARDIE BUILDING PRODUCTS, INC -1-880-542-7343 inf&Mamesihaidiii TEST RESULTS: TWO i. Rmolls, OF Tmasnr:Vr;v load Testing Reitom Number 21148114COO4002 3148104C00402 100717048CO"03 101171700000-003 Test Af4(i Imem Intartak, inteshok, freeneX TtAck"m (In.) 0.3125 0.3125 0.3125 0.3125 Vidth (in.) 5'25 9.25 8.25 8.25 FrameType ViwdT%4'$PF wf 7116' OSS sheathing WwdTx4'SFF V0.7116, QSB Mmatim Wood 7 K 4- SPF w,IWIV* 0sashana" V40W rx A, Spl' W171W osaslle thkv Frame Spacing (1m) 12 1 12 & .6 FasamerType to Z=1 I 10w9artakid �. I 4,11ft sheink'sidinip 4df1np,sh2nksdmV 0.1125 11625 1,5 I's Fast erift Method BlicridrialledlOOSS BW neuled 10 OBB BlodragedI0039 Bond haw to 038 ii �Wz - __ 3%4 .138,8 152 198 Oz. 103.S 463 50.7 fifix EFfU,JW1hbijUM AMj(f(j 0333 0.667 O-ns 0.292 rastaiaor Lead, as temef us 30L9 19:7 193 AdIw-ledwittodawaldezia toad iWaslone), W 3&6 Not F"tW(U 0.437 0437 Wood spot* Gm-dr G. 0.70. CLM Shank Diarneber (n). 0 Clio ojom r, doslgn ue P. NOS 21d.-NS ,as0b&L *sbatem); w 5" 5.9 Mgt (.aW1.Y.Z I AONiablo design land h ddlesunineg it= Uhiniala IoM divided *a famWO,safety of 5-Plank Siding Corriplaila well ASTM CI IM Type A None 4103 Ftief-Ceatitni NO Sheels, yank mlsinstiledcn0!igisrecdmme dDyAPA-.T-om, 4 Calme-leo ra-Ift"Ur viiltdra al RaW is coonpared v4d, the lost meWL and then the mare maser eni,. 000 wh be used. W=C,'W'p 'hares. C,-bad 6uraWnfaciM*Nt)S-2012Tatle,2.3.2forwtNUeant4uakeibad -1.6 W -vAV*&Am1 design VA6,c9culated W NDS-2012 Or ESR-109-vatichever applicable p = lavenow 041"badneara dooln, ir. V%T,m aid Shank; U. 1000 hah, bid 10375 ach for Smooth srmk nalls. NOS-2412 equaflur, (I is Used to calmlei riiljjtnemal d4544 valve 1) William G_ - WON specft gravity W Table 11.3 3A = al shank diameter. in ~ (24shank, U, is WsAjIaiA0L049 kr A win the cue of hngslnank nals, Ire vAthdrawl design valetas v ere oMainaC tram ICC-ES ESR.439Tabw 2. 0 G A . --.-N ..... N ) ............ L too.. MLlfUnllUln J I nCC I .q HUNTINGTON BEACH, CA 92849 714-2924602 714.90SA815 FAX •JAMc'S HARDIEBUILDING PRODUCTS. INC, PROJECT; RIO-2577.15 'l-H86-6e2-7343 mfocMamesnardie.l Fe iab.'9 2lus 2C dw fmk widens and bs spagn edlrye.dal Onnnip toe omeary a2a to BaIXl las!ener, dereby devyn batl :0 Lxn lasiwa:rval ce kepi rrnslan By Wsr:y so. i?� a9ewade design rood for ve!rwl; Hnnla!Fiark'vdduua slid stud spar+n9 wia bop6fermkted.. Tabta 2A, Allowable Design Loads Based on Cwstant Fastener Load, M wife, freed sc1 a 0.375- NO. feelenen concealed lbllnd ccraw) at 12" O.C. to WSP sheathing only For 6.25 hot hkide.FiadieP'a1k: Design bad = IIDlinate;failure tcadfF05 a _310.4, psi 13a-103.5 psi Effective tribgtary a ii(plenkaiddf trxpasad'. 10 waottler X'fealeMt apWirq)lIA4)= ((5. 25-1.25) X 12y144 = 0,333 sq.ft, Fosterer -lead = desg_ n load Xtiitititary area =-103,6 X 0.333= 34,5 pounds Far 0,25 6ten wide HWO]AR nk: Desgn bad = u0lmste fa2yre loadOFOSs -138.6 psi/3 - 46.3 psi EdietlWe tribnlary I(plenkWidill DXW;ed to lwealFrerXfasla rspadrgy144)= 46.25.1,25) x 12)t144=0.667 safi. Faslan I&Aa design bad tdputaly erea=-46.3.5X OAT =-3U pduMc The faslenef batls for 4 Miui planks idthi Were lln r irmpieted hoe We" tests based on pkekwidth Calculated allowable dos - n kidd i_lamew nose tested Condition dvidad by sma inbutary far M condition to be d.atL A ted Hanaeftik Wldm tk¢neal n.�`a; +'- n' .now n� .q a' 3 rLn 7a rs. 526 {U 12 0.333 103.5".. .11;5 '. 6,25 12 0,4.7 -60.6 -33.6. 716 -12 0500 fiS3 - 22.7 7,5 .12 . d.0521 - W3' 324 .25 Y _. 0.583- - .4. - 7315 425 -139:a• - 12 O.LAr day -70.5 as 1 12 1, Table 28, A116wabb Design toatle 8aae6 on Dorlstalii FIS*111'(0$ , 4d rhig shank &)it" nab {1.5'i009-xb.11a-), faatersaS concealed Iblind nail) a1 a` O.C, to WSP sheathing only For 6.2$ mfti Wipe Hard'ePl�k: Eif6dj a' +Wi rtiela fa{ure ioadJFDS-i5,2v5f/J?-50.7 psi I Oecfiva ldbuary -RPIankMidtA ti,pueM W wealfMl x iaSloMt 5oar.^gY144'! _ (i6.zs-i:z5} x aYiw = oaAs sq.n Fastane"=cosigntoadX-000 ry area 9.50.7 X.0.369--i9.71es The fastener batls for at other plank widdl rrera b- 'laledtt'ised on are same tastenar!oaf t - .Ca Mf to aanvable da - n bad y fastener loed)eit*E twgituat dnided area ken _ W tary ter the condiicnroba ca:wafsd r Her tePgn<tVMm 9OgG � a Ec .0 5b gy Y � .'`ZV � e e t v: a' bo �m m bd. fi25 - H '0222 '-H&7 " 19;7 0.25 a 021a.. •70.9. -1%7 L25 a 7.o.= -figs-•. 7.5. 'a, '. 'UP ': -5a:7 107 a - 0,3 - -525 -103 . -8.26 '.152 '-0- ,amil . 49LI i•19A. 926 6 0.444 . -0.3 _. - -t&7 9.5 - 'B D.dSa- 3,0' q9,7 12 H 0z9 - "I 30:0 .1 -19:7. Table 2C. Allowabb Design Loads Based oa Conat_ent FaatanHi,batl, 4d dngshantstd+ng nail p.5-XO.oB'HL21a'T, faetenms'comuafed Iblind nall) at 6, O.G to WSP shaaming only For B.25iad1 *6'kadep i, Design bad dnmalsWmWffOS=-ISS pptt3--50,7 psi EHedNe nibidarl'. a ((p mh M{dth-expoyed la wealberX fastener spanwriyI 4)-({&25-i.25) X 6Y14d = 3-292sq n postwar bad =design tdad2C finpufa y xca =-86 X 0,292 = -183 %a The lactenerk>adster 90 other PW* AM warp cake fated based on Jae same falterer load Cdivated ellovaWe de*. bad a,Wenir bad tested condfibn W.dded by area tnbamgta aw cancldv to be Wim ialed H:odePbnk) linchas 9 V•7 59 C C Q 5 m � _ G SIB a 0"1ai - -115.a -19.3 825 9 . -_3�0a.' 7WG •199 7.25 a .'025o -7 2 7. a. 0260- '74.1 -19.3 9 - - 0 '0.3aT : '-Wo 719,3 925 Yoe 6 0392 -0E0 - 99.3 .9.25 9 -03M -579 -193 9,5 6 ll3 -56.7 I -193 12 8 1 0"44s .A311 Y9J ,i10.IJ MlVVIrVUnr JinLCi u•�p • HUNTIN13TON BEACH, CA 92849 714-2224802 714-008-1815 FAX PROJECT; RICL2577.15 dAMES HARPIE BUILDING PRODUCTS. INC. '"e3-542.7343' in'oQja meshanlie.com DESIGN WINO LOAD PROCEDURES: Flber-camon7 tieing dandearsnkad Capacity (uricO load capadty) is dabfmine0 von oomm,axs tesimg to uanaver..a load :.ntiorutl Test slarrdards Via eie musverso 4^m: testixa an aI hY.ible design toad is detem9ned basbd on a factor of safety of 3 applied to the Wtimate test load. SSna ilia allowable desgn lead 15 Lased On factor of salary at 3. asowibba design badsun LUPJ-iemenl siding correlate du"W :o reoui(od design pmsstues for Ald.•/dob $fie Design. and therefore sbduid be Used will 2ombnation lending equn8ohs (atAllowit111e 91mss Design (AGO). By ds4mg 01e comb4gllan teadmg. equations for Alkr4ama Slim Design (ASD), ilea :acted avowabia design toads Ibr aevsemem siding am Y:gnW .J:tn 4ha wiros spEa1 requuemenls in ASCE 740 Figure 2aS-1F,� r/gtve 26.5.16. and Fgiite Far this anaysis, lc calcl to flat pressures in Tables 4, 5, and 6, the bad eombination%ai be in accords= wdh ASCE 7-10 Sw..ion 2.4 combi s q nominal loads using WAmrabta stress desge, bad cambmalidn 7. Load combination 7 uses a load lacicrof 0.8 eppGed to dre vnM velocity pressur0 Equation i. qp=0.O026WKp•K,�K rVN (mt ASCE 7.10 equatwr 30,brJ q, , w:brJN pressure at height; K, ,wwcuypremore eVostde mellim m_eva'.,eted at nebittc z Kp,,lopograpkc factor 1(„ , wkw 6aectiunaNy factor y , basic word Equetlon2. V=L';.. {fact 2012 f0C A 2%d FOC Sad. . 1602.1 calm?acr15/ :. , Numala uoegn.wd cpeeda s3secdM gust MPN) determned Irom 12012 18C. 2014 FDC) Figures 1609A, 0. or C: ASCE 7-19 tlgivas i0.5-10. 6, a C Equation 1. T-VtGnrGCel iref, ASCE 7-76egdabon 3064) GC, , product dl odenv-d pmssiro dllbffcie,e and gus4e0eet factor GCe pmducinttntomai prsesdro opoftoail ar4l gust gerl tarter :p . design pre5aum 1,pw) for sider g (ndowalib.design lomd foriidi g) t•ernki:a design promm substitute qr into EquMA5. ion 4. p=O.C@58M(s•K4-Kr'V.e'"IGCo GCaI Ai101Ydble Seers Desvyt,. ASCE 7-10 Section 24.1: lead mmMiiae rn 7, Equation S. 0'eD + 0.6" freL'ASCE 7-1, D WCOan 2.J.1. ioed tnmb'naami 71 O , dead icad W weld load (load due to wvd praMare) Ta determine fire ALbwabie Stress OasA1n Pzessure, appy the foad factor lorW Arced) true, Equation a m p Idesf9n pressure) determined ham equaoonA Equations, p,a=n:8-Ipl. Equation?, 0..a=0,Ti-10.00756'Kr:K.'Kp'Vn"(GCn-GCc) Egdsdon 713 used to poporeie Table 1;S and 6. To detemine Rio aWnaole uTmale A.1ic w rid speed far Harms Siding iA Table 7, sor7e EquaW,7?or V., Equation a, VK={paddle'O.Op256-i(.-Kr'tia-(GC,.-GCa))as App&cahe m 41e010dd sped idllln,Eteeplaiw ; Mmdp9 3 C11201218C. 204F8C Section 1609.1 L, m defemwea the anawabk rrorpaeaf desgn.wiirdspeea (VEsd) forHanra Siding b+ rabid 7, apply Ore conversitiii IL mina below, Equation 9. V,tl •ye, (0:8)n3 (mr. 2o1218C V.,r • Namblxt oes)gn vivid sme0 (}second past tuba) pM 20121SC Table 3. Coefficients and Constants used In Detonnining V add p, K. 'Fiat Zone 5 HeVM(0) Fill -'a amc Expo K4 IE GCS GC, 045 0.7 0.85 1,03 AS60 1 '0.85 •1:4 0.18 20 0.7 0-9 toe 1 0.85 -I.4 0.18 23 0.7 0.94. C12 1 - 0.85 -1.4 '0-le .30 .0.7' - 0.96 I'le 1 .. 0,65 '4A 018 35 a73 1.01 1.19 1 0.85 .1.4 0.18 40 478 1.04 1.72 1 0.85 -1.4 0.18 45 0385 1.OS4 t.245 1 0.85 -IA 0.18 M ae1 1.09 UT 1 O.B5 4.4 0.18 13 0.03 Ill 1.29 1 0.85 -1.4 0,18 50 I:JI 1 0.IS 100 C, 1.28 1.43 h,60 1 .85 -1.8 0.18 S mwv nwvwusnn a. ncc i .w fild"NGTON BEACH. CA 92649 ?1&292-2602 714-908-IB15 FAX PROJECT: RIO.2577.15 -DAMES HARDIE BUIIUING PRODUCES. INC. 4.888-542.7343 . mio@jameshardie.eom Tabia4, Allowable S6ess O4e19n. Ccmponeotand Cladding (CAC)Pra4aatae(PSF)1,bo.Reaieted al Vadooa Wind Speeds C.Z. Catadory B. %vum speed.(3. s000ad gust) 100 105 110 115 120 130 1 140 ISO 160 Im too too 200 2f0 H' (fll B - B B B_ B' .-B 'B " B 0 B B B B B' 5 -14;4 -15.8 -1Z5 _ -19.1 -209. .24.8 '•T8:3' ,.2.5 m1,7 -08.8 -521 -57.6. .63.7 -14.. -759: • 7-5 1--f 99.1 -2&8. -24,4 72b..1 'JU '•37.0 "-01.7 -48.8 -521 .578. -B3:T 2 -14.4 -15.0 -17.G' -19:1 -2&e '•Z4,4 :: - 293 :32:5- :41.7 -40.8 .52A 57.B -0.7 30 x14.4 -t89 •175: -18.1 .299- .244. .28:3 J25 -3T.0 a1.7 •76.8 752.1 'S.5 35 •75:1 486 -0&2 7 + 11.7 -25.4 . •339 _ 8 -018 •48.8 _ •54.4 .2 7 .4 40 -15.7 : 77.3 .99.0 _0 -2R7 & :28.5 •33.T -:ff3` -061 -453 50.3 7588 -627 -6&1 45 =/02 =17.11 TO -21A F232- -•27A - .31.7 .36,4 -01.5 •49.8 -52.3 -5&5 •84.0- 714 W -83 rt8.7 -1&4 •20.2 - - 221 .24.1 628,2 42.7 •37.6 .42.8' .48.3 51.1- :60.3 .68.0 -73.7 - 1-V,1' -19.g •70.1 =-22-8 -24.7 : '. -23.9 .336. -38,8 - -03:8 �49.b. '•55.5 b1:8 -Bs.5- 775.5 100 -25.0 1 -20.2 lA 1-33.0 1--43,3 I -w,? I 57:6 I 55.5 •74.0 : -82.9 -92A 1 A02.4 -112.9 Teak 8,Aitowebie 5b Design- Component and Cladding (elsc)Prasaurea(p5F)to ba Re5bled al Vededf Wind ,Speeds- Wind EapaniM Cade9ory C. N.iiW aprea l3' seccad 0st) t00 105 ISO. - - 115 120 130 - 140 .150 ,160 1-10 ISD 190 200 210 Flagal 011 C. - c c c G- c ... C: C. c c c c c c- 0.15 -•17.5 - -19.3 -.ZT.2 -232 -25.2 -29.0 -34:4 - .30.5 - 1,9 =W,7 -5&8 A3 -7� .1 --77:3 20 -d&B- -20: :5 -24.6. 72&7 -31.4 : -38.4 <1.8 47.5 •63.7 -50.2 •67O -74'3 •Sf,9 25 _--19A -2/d -23b . -256 -278 ;326 .WQ =43,8 -400 .58.0 -52;8 .-700 77T_a :BSS5_ 3p -202 -22J <24:5- -2&7 •291 -34.2 - -39,6 '-45-5 .5118 58.4 •655 773.0 _410.9 -09.2 726.2. -2.6 f) W 2. -48,0.. .9 .513 •50 ,5 -70.2 --03-. :. 1 S 4D -215 -2J;7/' .26.0 -28A 1 -30.8 -353 - -420' :-08;3 54,9 -620 ?0915 -77:4 -80.8 ;•94.6 46 -22.0 442 &6 . .29,f. J.6 -37I '43:7' -494r -w- &'15 -712 .793 7.9 .9 .50 325 -2CB •2-2 •-29;7 -0%4 :38.0 44:1 ..50.5 '. ' 157.6 -05,0 --72.8 -M 2 -89.9 -99.2 as - •22.9 '•253 -2 .7 _.;30.3 J3:P '.=449 d1:5 �59.8`•74. .-a'27 '•97.fi, •101 L0 a -53:a' -100-- 4.0 - .55:.'. •43.- 9 <• :0 0-83,8 =733 .a -1055•i 7,0 -/30:3 -t49,8 Tab]* S. AOotvable Stms, bealgn - Componaet aiid Cladding (CAC) P{atsuwf )P6F) to be Rasiatid at Vatic us Wind Spaada -tVtmd F-sDtisum Cafe9wY D, ✓r I SMd (3- q pndgusfl 100 105. 112 1.. ", It5 120' '13.0 M. 150 160 - 170 180 16C 220 2.0 ! 4 n) 1 D u D 0 D D, D Q D D D 0 D D 0-IS 2f.2 .23A .25.7 :-&1 -30.6 9 : 1. .t7;6 - .4 .et.a a •767 785,0 -93:7 70 -22;3. •248. - 77,0'..) 959.5- - 412:1 - -37.7 - •93:7 W.1 .57.0 E A' -72.2 40A, ,419,1 .98:2 5 'Q311 480 -303.T3:3 - .0- 45 `. :T2 ,. .i -68 -74 : 4 -62< -101.9 - .?a _'3.9 -211A .29.0 .. , 31.8 -345 -40.4 7I8.9 -51.8 _ ZOT3 .69.2 -77;5 -86A .95:7 -1055 35 -243 -27-1 • 99.7 •323 -353 - -01.5' =48.L 552 528 •70.9 •79.5 -dirk -98:2 •108-3 'w 79,3' :5.6 -84A -72:T -8A5 -90-9 •100.7 -•111.0 - 45 -25.7 .28:3 :•31i1 -340 -37P •43:4 -. -50.3 57.8 4i5.7- J4:2.-'-2 83 -92:7 -I027 •113.3 - 50 -26.2 "-`a8.9 '•31-7 .-54:8 .3T`7 d4:3.: -=6V3' __-TT -I -75:7 - ,9 -94.6 '-1048 -115:5 65 - -26: 9:3:'' 2 .2 -3$:0. �440. '. 52.2 59.3 o8a -18.9 -86,2 -98:1 -106.4 .117.4 - tC0 -41,0' -4(t 5 2. .2 - .0 -f .II •1198 -133.4. -la ,9 IM.0 Tables A. Sand 8 are nascad an ASCE 7-10 and =sistom w in the Z012 IBC. 20121RC and Via 2074 Florida 61A�dmij C«m HUNTINGTON BEACH, CA 52649 714-292.2602 714.908-1615 FAX PROJECT: RID•2577-15 . JAMES HARDIE BUILDING PRODUCTS, INC • 1-888.5424343 IAIOgame shalllia.com Table 7. Allowable Wind Speed (mph) for Hardlefolank me"cal Mothad In ASCB 7.10 Chapter 30 C8C Part 1 and pan �- ' 2012 aC: 2012 F8C C 'h t -o �.. STATE OF _'O�."'•.;rCO R1Q: • �` - •••..,..-. l� _ 1 �r1sJ7oil Coetlkients'uaerl in Tabh 5 u11u1990m I01 V- UIbUIbM Nlba'ahla, NDmale D653gn Wmd;.Speed, V. 1 (3.se00aW'guN mpn) Allowable. ABowat9e, Nominal Des4r•V", Speed. V. 4t. (3-6eens g;.51 Mph) spnd11a4oto.9.4. C, 2014FBCJ S.CSW lbuk1:1. a 4el"Imadb, f20121k. ml4 Foci Pips 1GO0q 8. a mo"M` c SpPGtMPX `woma?x I 0m.9G]M1, 313 rBC. =14FP.GIG'"ion 1639.It WND:eYposL+e CaleCDry Wm0 ek0e6WEr tale90 S�tlng K, Proife`q Prod1W Thx1tress IilidlB3) 01xi01 Niches) Femellm T1roe Fatle118r Sp?Orl9 frame TYPa _ Falteret -SPaCOB. Iglr}IB5) 8tddug fiel9M1'] fled!) a C D S C G fJ4waG4 p0 Cosa (PSF) Ev9 EsDC Expo K, K. 'GC. GCe. NxdePFank WIG G25 - No 8 K I. 578'brgK -0.375H4 riabed walefted 6a0wd7 ' sued acmvieC CO NJBP 2X4 Wood or 20.93. steel !railing,' 7/i6-IfNpe WSP sbabitkg 12 0.16 268".-243...221 -207. 188 171. :1035 a7 nos 10 to;CO 1 0.85 .14 life 20 - '268 236. .218. 207 183 107 -105. 0.7 c6 tCa 1 Gas ;4 0.18 25 268 '231 242-' 207 179 16d 7t01.5 0'.1 n.94 . 1. t2 1 D O$ AA Cis 30 288. '228 - •. 203' '207- 175 lei -103.5 0.7 098 'ITO 1 am -14 0,18 35 '262 "2"' 205-.. 203- 173 ISO •1035 Gin Lot' %%v I Gas -1.4 Ole :.40 257 '220 --203- IGO' 170 157 -.1035 - 0,79 IN 1_ 2 1 CBS .4A 'GAS 45 253 •217 201 Ise IGO 155 •03.5 0.785 1085 1.2d5- 1 On$ -74. 0.13 b0 249 ,215.' .199- 193 166, '164.. -le15 'list. 1,a0. 'a2T i gas -IR Ois '155-_ -246 -213- 197. --100 165 153 - •1075 0.63' 1.11 i29. `1 lies -14 d18 .60 .243 '211 196'' Ass, to $52 -103.5• 0.65_ 1.13 t.31 1 0.85 •1[ Ole 2DT. '.178. 167 156.. 138- 130 :03.5 OfA 'T28 1.43. m60 1 0.85 -1.3 life "IanK 5!16 0.25 ne::6 X 1- 5.8.bnB 0S7S, H0 fibbed W:iedleae 6r1aW67 Bond sciat•.dd In NISP 2X4 WoOd WZdge,.. s1eM IrafnUlg 7716. 1Mck Viso s11eWJrV' 72 -' 0:15.. ':238'• -2t4 ` 195'.. 183 163 151 ' 46C.a ' 07. OBS Im h aO- 1 Gies .114 0,18 20, '. 23a 208 ' .-190.:. 188. 181 147 40.6- 0.7- 10.9 - Lm 1. 785 -L4 0.10 .25+ 23V 4204. 187-, ' 18,1 168 145 40A 07 ON :1,12 1' 035 -14 eta 30'' "231 ,290 •' -lei- .183: 152 142 40.E . 098' 1 :' 0.as -I1 0.19 35 231 104 181 17S 150 139 .3 0.73 161 '.T,19 9 1 OCS •I♦ 0i8 AO iiT., 194 -179' 176 150 130e06: 40.6. 076 1047:132 T Gies •1.4 0:16 45. 192 177 173 143 137 --®B 0,785 1. ae5 1.245 1 On .1.4 CA$ 50 220, jai) -R5 170 147 $36 �6 021 iG0 127 1. ass AA UJ8 '55. 217.. Its.' 1741.. AGO .. 145 135A Us 613 .tiff,.-Tza P 0,65 ad life 84 214. I86' . 173 166 I44 134 -me 0,e5 nna -1.31. 1 0.65 •14 -O.ID 100 177' 157. '148 - 137 ,122 114 �40,6 Ce) 126- Let b16D 1 085 :18 Dig H.MiePlank 5.116 125 `No. .O N 1- 0.3T•4 HD �Ead i�� saews7 sum lmevxd Id W5P 2X4 Wood SMeI _ (tumor - 7)18'INDk WSP SIIBapling Q ?/ .:1 175> .: 1i15'. '150 - I36 . 1i512, -G7 '0.85� .L03 I42d0 :1' 045 :Y I. 0.I8 '20 .213, 988' 171 105 145 ' IM �851. 07' ,OB .I.rA 1 CBS .1.4 0.18 :25 " 213 184 168-- -155 142 130 453 07 .094 ' 1.12 1 0.85 •1:4 CA$ ..30 213. 180! 165"' -165 - 139 128 453 07- 998' 1is 1 045 IVA Cie 35 - 208'. 177. 103... 151 - 137 . 126 453 . 073 IGI. `149 1 Ca5 •1.-0 0td 40 .2014 - :175 161 158 136 125 -0.1 076 LG4 i.22 1 0.85 4A'046 45 201. 172 159. 156 134 124 -65.a 97a5 .1.m "1,245 •1 0.85 -1.4' 0.18 -':50 -198' .170. 158 153 132 122 .0r..3. 0.01 4.09 127 1 'O.D5 -bd. 0.18 55 105 189 Is? 151 - 131 121 -65.3 OBE 1JP .1.M 1 055 4A Cie 60 193 '167. ' 155 . -150- 130. 120 .613 am 1.73: i. 1.31 1' G,85 '•14 0:1B' f00. 160. 142' 133, 124 110 103 oi3. 0.99 I2 4;43; 41 J, 0.66 -1,6 0.14 Har"P10nk WIG 7.5 No.8 x I. s�.'bnBx 0.375, HD � hubeu vrJletlw 1 Elftrid screwed Io WSP 2X4 wood O 20.' 51sa1 , 17H1i1aig.. 7n8'lp WSP '+beaNn9 12 -415..20E 108 177 -. r /81 " .14E 133. A3. 07 ' O85 J.0] aitx•. - 1. Gies -1.4 :life 20 208 .183• lei - '161' 142 130 .62.3 07 I all : L06 1 Od. .1.4 0.18 `25 208 179 184' 487 139 127 -4'-1 0.7. ON 1.12 1 065 =1.4 0.1a 30 208" `176 181 -:161 138 125 423 e.7. Gas _ LTO 1 0.65 •1.4 -0d4 35' 203 173' 159. 158 134 123 -62.3 0'3 1:0t' 7J9 4 085 'IS n t& '40 199 170. 157 - 154 132 �122 . 42.3" 0.7E 1:04 - 1,22 1 �C.55 -1.4' O28 "46 196 166 156- 152 130. 121 Si.3 D;85 1065 1.245 1 Oe$ -14. '0.16 s0 193 166 154 . 150 129 '119 42.1 Dal tA0 127 1 065 •t4 0.16 '65 lei 165 153 146 128 119 27.3 -CA "it '.IV '1 0.65 -1.4 C16 60 186 163 152 148 121 lie 42.3 Ols -?13 1.31 t 'n85 .14 Ole too 156- 138 130. 121 107 101 42.3 0.99 1,28 'ta3 n�60 1 0.05 •11 GAS Narcl9PS'ark I U16 6 Weill. 5r8'brgx 0.375, 0 rbDsd v1a11O111s9d 7 Bind saewld to WSP 7x4 WUod or 20 Be, s1" 'hamxg. 7116'tnick WSP snummin8 12 D-15 leer 180 164.- 154 139 127 39.9 - 07 Gas 103 bSCC 1 0.65 •1;4 0,13 20 1118 175- 160 154.. 136 '124 469- 07 0.9 1,GH' t OOS A4 ate 25 198 171. -167. 154` 133 122 386 03 0W t12 1 0.85 .1.4 C1d 30 lea 169 .154 154 130 119 -%9 C.7 aver Iis 1 085 •14 CIO 35. 194 IB.S 152 151 128. 110 .50.0 0.73 101 1t8 1 0B5 •t,x did 40 to 163 ISO 148. 126 its ;66.0 all 1Ca 122 1 CIS -14 G.16 45 187 lot 149 145 125 115 -ws 3.785 lass 1.:5 1 1 0.55 a85 -1! .14. C.10 Glib 50 184 159 147 143 123 114 xe.a 0dl 100, 127 -55 182 158 148 141 122 113 •wg 083 lit 129 1 OHS 44 CAE 6O too 150 145 139 121 112 ws OHS 113 13T 1 005 .t4 ot4 100 149 132- 124 Its 102 96 •M.'s 00'J 1 1:28 It x+80 't 1.0651 •18 010 JAMES IIARDiE BUILDING PRODUCTS. INC t.8B8•.4d2-7343 infd�j3rne5hardie.cdm HUNTINGTON BEACH, CA 9264n 714-292-2602 714-906-1815 FAX PROJECT:. RIO-2577-15 j6t61137i/rrryr� OGAW (y ' \` rf = 2 21 ~: a {' STATE OF :. � \ __ \ 1�� � st1�o-•• >/r~..if CoetP.eients Y4ed in T4f»4 B cslwlatb0f Im Y,,, 201218C. 2014 FBC 201218C. 2014 F5C AlTsaloe, Uhrrnmo Design wind, Speed. 11sea11d 9116t m ] AfkninIa1e, NOflifta! Wind. D8si9n Speed- (3-a0.q(id 90s1 mF0) Ap1Y-41ie So"Inool t�4.n 1M� ea)701�' ICA9.1.1.44 det1¢rmbro06y 120I2I!)r-2D14 F17C1 F§a.Tas ibGaii B, m G ip{HkaLOe,�nMlnx41 epe fea In Evice2vrat INec9\ 3 a1 I2012 i9r. -014 FeCj$em41: - t51711.1 kVBW e1gI4104e: iY:1•A a SY(s COt Sdn4 K Product Pmd Tllicln ev iu#dles) I` dOI I N+i (� S) Fa3te11er Type FOSIPi1er SPatang FlHnle 'T Type, F&atellHr 9Paang (1d:N7ii '-6u'7L91t Heights jleeQ 8 C D 6 C D 4 b Nbq tCees4 ow (pan Fla EVC FJ N K. GC, GC Ha1di¢PI4ak SIB 8.25 Ind. 6x'i- 5R•Iting4 0.375'HD n60ed 1YAe1f1e8(1 Hyp�yq / Blind sovled to WSP 2X4vrood W20ga. 31eel hapdnq, 7//6'. Wd -WSP shealMng: 12 045 1914 176 160 i50 130 ' 124 •$44 0.7 at$ r�! es60 1 GeS -14 0.10 20 : 194 171 '- 156 150 133 121 .•544 O7 0.£ 1.Ca I. 0a5 AJI 0,18 25 194 188. 153 - 150 130 Ila .54 A- 0.7 CC4 112 1 Il85 7.4 G.19 30. IN 164 :151' 150 127 117 .544 Da 096 1.16 1 0.85 -t4 01H 35 190 162 140 14T 125 115 .54.4 C73 1,01 1AS I ohs -14 GiH : 40 Ise .159 ,t4? 144 M 114 Sa.4 C.70 tc4 722 1 0,65 .14 C.18 -45 - 103 t57 t46. 142 122 113 St. -.e,765 1.005 12a5 I 085 -14 0Is " 50' 180 156 1" ' 140 121 112 .514 a W. too 127 . 1 OHS 4 4 TWO 55. 17D - 154 143 138. 119 Sit -54.4 O.B3 1.11 v29 I I 0H5 -I4 CID so ITO.. 193 142 ! 136 Its 110 d44 IS as 1.13 31 1 am -It C18 f'3D0 '146 '129 121 113 100 94 •544 0% -1.26 1.43 mea 1 110.06 -1,8 0,13 • HarKePlank 546 9.25 W e x I. 61e' 4vig Sc 0.375-HD Ii +d Y4218i118ad BlInd "uxoM d fo W5P ' ZU Wood Woof P. Sigol„ (7atP(<t9. VIC Ihkk stteMKrrg .12 O-IS 170 152 V.B 130 126 114 -40.3 0:7 0.05 1,03 hsBV 1 0.05 :4 0,10 20 179 1a 144. 130 122 112 •48'3 0T GO I." I- oes .I.3 C.18 25 ' 171) 154 142 - - 139 120 I10 -f8:3 87 C.94 1-02 1 a" -1.4 0.18 � : -30: 179 . IS1 139: 139 117- 108 �d:3 0:: 0.W 116 1 065 `-14 0.16 '35' 175 10 137' 138 115.. too •M.3 - O73 1At ills 1 0,85 -it Gt9 •40 ' -172. 147 151; 733 . 114 -1D5 '-4a.3 0.71 1,04 122 1 085 -l4 6.1a 45 169" 145 134- 131 112 IN -493 O?85 1.0a5 7245 1 ohs -14 0is 58 '166 = '143- 19-7 :129 '111 103 483 08i . p2 1.27 1 DHS -1.e 019 55 IN - 142 132 127 110 tO2 -56.0 0.53 1.11 129. 1 0H5 •14 418 . 80 192 141 131- .126 709 101 -ts3 Gas I.1a 131 1 COS -14 BIa 100 1 M4 I 119 - 172- 'IN _ 92 87 dC.3 0,24, I. 143- n+eC 1 0.45 4a 0.10 k y16 95 NO,Bx Y- :a+B'bn9s 0,375, No ntbedsnowed tvafiettiead aCewa v' Blind 'IO WSP 2?(4 Wood or20 ga. .'Steel 8siplg,. T7..WSP ..WSP EI[¢301Iftg 12 0-15.' %176;149 145,. 136' .123' 412 4AS 07 'Gas 1.03 W.0 1 ass •It Cla 120 -176 JAI 136 12O 109 44.5 07 0.9 ,.0E I CBS •1A a l6 1 25 - 170 130 130 130 .117 109 446 0.7 OB4 t,t2 I. CBS �a4 0111 - 50 176 136.. 136 t15 105 -uS 07. M96.: I 1 0e5 -1.4 0.10 35 172 .138' -133 113 ICA J45 072 1.01' 118 1 C.65 -U C18H41di 40 '169- 133- -131. 1,12 :Ito -44.5 0,76 I.G.. 1.22 1. 095 •1.4 0.18 '- 45 166' 142 • 132: 128 110 102 •445 07a5 1005 1.245 '1. Oa$ AA C.10 50' '163 141 130' 126- f09 101 -d4.5 Get 1.08 'YT. 1 085 -I4 0,1H - 55: 1e1 : 139. 129 ' ,125- 108 100 --045 0,83 1.11 i �'9 1 095 -14' GIs W 159 - t36 128 123-. 107 99 � 15 ass 1.13 131 1 065 -3 4 0.19 100 132 117 1.10 I102 91 85 J 5 0.99 1.Ia cz now r aas -1a Ole H4rOkPW.k 5n0 l2 No. al11. 5t8'long x 0;375-HD r%Sbed waferhead Stfents' Blind Screwed to WSP 2)(4 reont. 1s_20 ga., BfaW ltdm4lg, 71t6•.thilk WSP 12' 0;US 148 - - 134 122. t15. 1 104 94 216 '07 0.85 1.03 h.e' C. 1 095 -1.4 ale .20' 148 131 119 115 101 92. - 3118 07 do 1DH 1 0.55 -1:4 -0.13 25 148 126 1a7 115 W 91 : 31.6 0.7 O94 1n2 1 065-14 0.19 30 "148 125 1i5 115. 97 99 •3:.6 07. t 08S -14 0. t8 35. 14$ /23 113 112 95 as S;.0 -3 1 GAS •14 0.18 40- 142 f27 112 - Ito 94 - 87 -31.9 076 I O85 -I4 ale `45 '140- 120 Ill 103 93. Be d16 aT65 $IaSSI,2� 1 ISE -=,4 C78 50 736 '119 Ila 107 92 a5 31.0 Dal ! CBS -14 016 55 136 '115 109 105 91 84 .710 Dal 1 G65 -1.4 0.18so 134 'lie - 108 104 90 IA -34.6 D.85 1 035.4,4 OUS Sp 1 92 - 86 76 72 #f2M4 0.99 1Is 1 1.,3 4X I I I ass -,,a 0.1a '�,.r•^-- Hard�CPlan4 • yt6 525. 0.097 shankX 0.215• HD X LS long ring al k nalr 8ltld 0a9adto WSP 2X4Wood or 20.Ua, steel taming, 7116'01itJ; WSP StwaUNg 0 415 249 225 1 204 192 174 158 -Ba7 07 085 1.0 1160 1 015 -It D.16 .-25 r248 219 199 192 169 153 In.7 q0 %.as- t am -14 0le .214 IDS 192 160 162 -89.7 a? apt 1,12 1 065 -ti 0.18 30 '24S `200 ' 192 192 - 192 149 -087 0.7 Gas. Ila 1 006 -,4 Ole 35 '243. Z08 .190 199 160 147 485.7 0.73 1.01. 11G I ass -it 0Is 40 238 207 108' `-184_ 157 145 •887 O.ia 1.94 112 1 0.85 -ta Gte 45 231 201 188 181 Ise tU at D?B lots; 11e5 t C85 .14 Ole 50 TJ(1 -/9B- 164 17B. 154 14J a1H.7 as, 1.09 127 t O85 44 Ot0 a$ 228 197 183 178 152 141 Sal OW I1... 12a 1 ass -,4 ; fa 60 225 IDS 181 174 151 140 487 a05 t.13 13, 11085i-14 DId ]65 led 165 155 144 128 129 1387 I aW1 428 1 143 h�AG 1 10.a5 BEP Blue Barrier BEP Blue Barrier Installation and Application Guide BEP Blue Barrier is a system ofseamiessfluid applied products designed to protect the building envelope. Approved assemblies and applications listed below incorporate the BEP Blue Barrier product line. These products when used as a system are designed to provide seamless assemblies around windows and doors, at penetrations through the structure and provide a proven air and moisture barrier. This breathable and seamless system protects the building envelope from air and moisture infiltration, increases energy efficiency, guards against moisture damage and defends the structure from mold growth. BEP Blue Barrier Products: Blue Barrier Liquid Flashing 2100 Blue Barrier Joint Filler 2200 ue arner iqui rap 2300 Blue Barrier Flash'N Wrap RG 2400 1.Window and Door Assembly BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG and BEP Blue Barrier nt Filler are used in the window and door assembly. When preparing the opening for product installati , applicator must ensure the rough opening substrate is prepared and cleaned free of all debris and co minants. The framing material should also be cleaned and all sheathing and framing should be ins properly to support the window frame per the manufacturer and engineering structural specificatio .Any voids should be prepared with BEP Blue Barrier Joint Filler. All voids in excess of a/4 of a . c should have a closed cell backer rod installed prior to the caulking of the joint Set the backer r o industry depth based on the joint size. Apply the BEP Blue Barrier Liquid Flashing or BEP Flash' rap RG from the inside corner of the buck to return 6" to the face of the wood and/or DensGlass wal 12 mils. BEP Blue Barrier Liquid Flashing can be applied with a trowel or BEP Flash'N Wrap RG girTe applied with a roller or chip brush. The coating will be dry to the touch within 15-30 minutes and th_P,4Pening is now ready for installation. Install the window and/or door wi ead of BEP Blue Barrier Joint Filler behind the Flange. (If the installation is not on the sams0af the installer must wipe down the original coating with an approved solvent as listed on the BEP Tech ' Data Sheet to remove dirt and debris between coats.) Once the window or door unit is installed andlgWr the required inspection, the installer must clean and scuff the nail/installation fin and the portion of a axed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Ljp6d Flashing at 12 mils from the corner of wood frame to cover the scuffed fin and the frame of the unit m2ldng sure to cover any gap between the fin and the frame. *Note not for use on Borate treated lumber. S iaeram #1. BEP Blue Barrier is a Diagram # 1 www.BEPproducts.com Revision: October 1, 2013 Trademark of DDO1—". Page 1 of 5 Barrier Ensure the concrete is prepared and cleaned free of all debris, contaminants and residual oils from form boards. All voids should be filled with BEP Blue Barrier Joint Filler. All voids in excess of 3/a of an inch should have the appropriate sized closed cell backer rod set to the appropriate depth. The bucking material and/or opening must be prepared and installed as required by the window and door manufacturer and/or the engineering specifications. Apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG from the inside corner of the bucking to the outside corner of the block wall at 12 mils. On the concrete assembly, it is not necessary to carry flashing to the face of the block BEP Blue Barrier Liquid Flashing can be applied with a trowel, roller and/or chip brush. The coating will be tack free within 30 minutes of application and the opening is now ready for installation. Install the window and/or door with a bead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the same day, the installer must wipe down the original coating with an approved solvent to remove dirt and debris between coats.) Once the window or door unit is installed and after the required inspection, the installer must clean and scuff the nail/installation fin and the portion of any waxed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG at 12 mils from the corner of the block or poured concrete to cover the scuffed fin and the frame of the unit making sure to cover any gap between the fin and the frame creating a seamless barrier. See Diagram #2. BEP Blue Barrier is a Diagram # 2 www.BEPproducts.com Revision: October 1, 2013 Trademark ofmM.* Page 2 of 5 ••�•�+ r-7 [ VL-' I C.)ro Fort Pierce Utilities Authority 206 S 6th Street Fort Pierce, FL 34950 On Behalf of: EDWARDS LANDING, LLC 2324 CONGRESS AVE STE 2E WEST PALM BEACH FL 33406-7668 USA Total Amount Received by Receipt Number: Receipt Date: Customer ID: Location ID: Re Service Address: PYWO0005555603 10/18/2017 250040 10007193 2503 EDWARDS RD PVT LIFT STA FORT PIERCE FL 34981 USA Check SCAty St. LuCie County $5,000.00 Fort Pierce Utilities Authority 206 S 6th Street Fort Pierce, FL 34950 On Behalf of: EDWARDS LANDING, LLC 2324 CONGRESS AVE STE 2E WEST PALM BEACH FL 33406-7668 USA Total Amount Received by Receipt Number: Receipt Date: Customer ID: Location ID: Re Service Address: PYMT00005555602 10/18/2017 250040 10007193 2503 EDWARDS RD PVT LIFT STA FORT PIERCE FL 34981 USA Check $215,906.55 i Planning & Development Services Building & Code Regulation Division 2300 Wirginia Ave Port Pierce, FL 34962 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: 1 / 3 Lf / I Permit Number: 1'82i -ORM Address:Project . .t Pt ' THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: i. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM AALL,�A6I ES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT O IS SACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE I N ON OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. SIGNATURE SCANNED BY St. Lucie County DATE 9L2slVOL DATE DATE RECEIVE SEP 2 5 2019 Permitting Department St. Lucie County, FL SCByNED St CUCI@ Covn PRO -DUCT SERVICES BLNMOOR&DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING auaLu4jetla0 6up71uyi�ad 610t s g vw 03Na.73a TESTING, ADJUSTING & BALANCING REPORT for STAN WEEKS & ASSOCIATES EDWARDS LANDING —BUILDING 24- 3121, 3123, 3125, 3127, 3M29, 3131 MIAM = Circle Fort Pierce, A 34982 December 21, 2019 +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES +++ c li INN 1`� M766� Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-duciservicesfl@gmail.com "�4_51tw PRO -DUCT SERVICES BLOWERDOOR& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING TEST & BALANCE INSTRUMENTS Evergreen Telemetry Capture Hood ISM Range: 100-2500 CFM Calibration: May 17, 2019 Evergreen Telemetry Capture Hood 813-14: Range:. 15-200 CFM Accuracy: +/- 3% Calibration: May 29, 2019 Evergreen Pressure/Velocity/Flow Sensing Module —Model S-PVF-1: Range: 1-21 14-32 inches HG, 32' -158° F Accuracy: +/- 3% Calibration: June 5, 2019 Evergreen Wrist Reporter WR-401 Pro -Duct Services Technician: Michael Faurot Certified NCI Contractor/Supervisor/Technician NCI Commercial Certification ID: 19-229-03 — Equipment re -calibration is performed as required by testing guidelines. — Pro -Duct Services, 1915 Rio Vista R14 Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmail.com commerclod Air Bdancer MICHAEL FAUROT -Has successfullvcomoleted the reauired training and passed me written exam oy the Nabol Coeifort b8tltuter fuc� to perform HVAC commercial system balancing up to 20 tons according to NO practical standards and procedures. Certified Since May 9, 2019 as administered and recognized by WnTmWAYPaW(O L . *rm �IYLLtf '/ a�mme.es* _ N"�• Rob Falke, President Pro -Duct Services, 1915 Rio Vista Rd Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmailcom PRO -DUCT SERVICES BLOWER DOOR& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 3121 Illusion Circle, Fort Description Outlet Number Type file Design CFM Pre Test CFM FINAL CFM Entrance i CD 8 x 4 30 38 38 Kitchen/Living Rm 2 CD 10 x 10 160 206 168 Bathroom 3 CD 8 x 4 15 27 29 Bedroom 1 4 CD 12 x 8 180 157 161 Bedroom 2 Vent 1 5 CD 30 x 30 125 88 101 Bedroom 2 Vent 2 6 CD 10 x 10 125 91 109 TOTAL 635 606 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. ... ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES +++ Pro -Duct Services, 1915 Rio Vista N Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmaii.com PRO -DUCT SERVICES BLOWERDOOR&DUCTLEAKANTESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 3123 Illusion Circle, Fort Pierce, FL 34982 Description Outlet Number Type sire Design CFM Pre Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 28 31 Kitchen/Living Rm 2 CD 10 x 10 160 152 150 Bathroom 3 CD 8 x 4 15 34 28 Bedroom 1 4 CD 12 x 8 180 119 141 Bedroom 2 Vent 1 5 CD 10 x 10 125 103 109 Bedroom 2 Vent 2 6 CD 10 x 30 125 112 117 TOTAL 635 576 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. ... ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES.. Pro -Duct Services, 1915 Rio Vista Rd Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmaii.com PRO -DUCT SERVICES BLOWERDOOR&DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 3125 Illusion Circle, Fort .Description Outlet Number Type Sixe Design CFM Pre Test CFM FINAL CFM Entrance i CD 8 x 4 30 24 30 Kitchen/Living Rm 2 CD 10 x 10 160 172 161 Bathroom 3 CD 8 x 4 15 37 28 Bedroom 1 4 CD 12 x 8 180 128 163 Bedroom 2 Vent 1 5 CD 10 x 10 125 101 113 Bedroom 2 Vent 2 6 CD 30 x 30 125 97 109 TOTAL 635 604 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES +++ Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmail.com r PRO -DUCT SERVICES BURROW& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 3127 Illusion Circle, Fort Pierce, Description Outlet Number Type size Design CFM Pre Test CFM FINAL CFM Entrance i CD 8 x 4 30 42 37 Kitchen/Living Rm 2 CD 10 x 10 160 148 155 Bathroom 3 CD 8 x 4 15 34 24 Bedroom 1 4 CD 12 x 8 180 166 166 Bedroom 2 Vent 1 5 CD 10 x 10 125 108 109 Bedroom 2 Vent 2 6 CD 10 x 10 125 102 105 TOTAL 635 596 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. ... ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES... Pro -Duct Services, 1915 Rio Vista At Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmailcom "�4_204,k PRO -DUCT SERVICES BLOWERDOOR& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 31" Illusion Circle, Fort Pierce, Description Outlet Number type Size Design CFM Pre Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 34 34 Kitchen/Living Rm 2 CD 10 x 30 160 154 157 Bathroom 3 co 8 x 4 15 37 29 Bedroom 1 4 CD 12 x 8 180 169 169 Bedroom 2 Vent 1 5 CD 30 x 30 125 119 117 Bedroom 2 Vent 2 6 CD 10 x 10 125 101 113 TOTAL 635 619 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES.. Pro -Duct Services, 1915 Rio Vista Rit Fort Pierce, FL 34949 772.528.2076 pro-ductservices/l@gmail.com PRO-OUCT SERVICES B NMOOOR&DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 24 3131 Illusion Circle, Fort Description Outlet Number Type sine Design CFM Pre Test CFM FINAL CFM Entrance i CD 8 x 4 30 34 34 Kitchen/Living Rm 2 CD 10 x 10 160 146 152 Bathroom 3 CD 8 x 4 15 37 31 Bedroom 1 4 CD 12 x 8 180 167 167 Bedroom 2 Vent 1 5 CD 10 x 10 125 109 109 Bedroom 2 Vent 2 6 CD 10 x 10 125 114 114 TOTAL 635 607 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES P i # Pro -Duct Services, 1915 Rio Vista Rit Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmail.com PRO -DUCT SERVICES BLUMOOR&DUCTLEAKAOETESTINO TESTING -ADJUSTING -BALANCING TESTING, ADJUSTING, & BALANCING WARRANTY for & Associates Edwards Landing —BUILDING 24 All Testing, Adjusting, & Balancing performed on this project by Pro -Duct Services is under warranty for a period of One Year from the date of completion of the Test & Balance, unless otherwise noted. Warranty will be considered null and void if another TAB company is brought in to evaluate the project without notifying Pro -Duct Services to be present at the time of the additional testing. Date of TAB Testing: 12/20/2019 Warranty Expiration Date: 12/31/2020 Pro -Duct Services Authorized Signature: Pro -Duct Services Technician: Michael Faurot v Certified NCI Contractor/Supervisor/Technician NCI Commercial Certification ID: 19-229-03 BPI Certification ID: 5059122 ... ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES +.. n1flod�C Pro -Duct Services, 1915 Rio Vista Rit Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmail.com SERVICES BLOWERDOOR& DUCT LEAKAGE TESTING TESTING -ADJUSTING -BALANCING Pro -Duct Services, 1915 Rio Vista Ri4 Fort Pierce, FL 34949 772.528.2076 pro-ductservices,Jl@smail.com ` SCANNED BY St. Lucie County PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION Survey Requirements The Board of County Commissioner approved a code change that will require a copy of a current sealed survey when applying for a building permit for a primary structure or a building permit for an accessory structure with a value exceeding $10,000. This became effective July 1, 1993. The guidelines are as follows: No Building Permit shall be issued for development unless a copy of a survey of the property on which the required activity is to be permitted accompanies the application for building permit. All surveys shall demonstrate compliance with the Filled Lands Affidavit signed by the Property Owners (refer to St. Lucie County Land Development Code, Section 7.04.01.13.3.) and completely depict the following: 1. The location of the proposed development activity. e re a tons ip of tife—a-cu t y u tpiines- and -as -may -be required for the review of the application, all adjacent structures, improvements or natural features, including but not limited to the nearest building corners of all adjacent primary and accessory structures, pools and screened enclosures, fences, sheds, utility easements, wells, septic systems, driveways, culverts and any landscaping or existing vegetation located along the property lines. 3. A minimum of two (2) elevations along each roadway on which the proposed activity borders, the existing ground elevation at the approximate center of the proposed structure, the existing ground elevation along the side property lines adjacent to the proposed structure, and the proposed finished floor elevation of the structure under application and finished grades for any adjacent structures noted above in item 2. The proposed finished floor elevations must be consistent with the approved Health Department On -Site Sewage Disposal System Construction Permit if on -site sewage disposal is proposed. All surveys submitted shall be prepared, signed and sealed by a Florida Registered Land Surveyor, in accordance with the provisions of Chapter 61 G17-6, FAC, except those applications for interior modifications or construction, roofing permits not involving any structural alteration or additions to the area covered by the roof surface, or any other permit required activity that does not result in the expansion of any portion of the existing structures shall not be required to submit a survey. Accessory structures with a building value of less than ten thousand dollars ($10,000) shall not be required to submit a survey, but shall instead be required to submit a scaled plot plan indicating the location of the accessory structure and its compliance with minimum setback standards. Copies of original surveys meeting the above requirements may be submitted with any application for building permit, provided that the survey still depicts the accurate location of all structures and other improvements on the property. Per Florida Administrative Code Chapter 61G17-6.006, paragraph 8, additions or deletions to survey drawings by other than the signing party or parties is prohibited without written consent of the signing party or parties. SLCPDSD Rev 06/18/2010 2/9/06 cml 1 Sedona 7 24 18 Edwards Landing SEDON Address 35 83 - -909S f I- LGs/on Cl Permit number Page I of I 02/20/2019 12:07 77258964F9 KSM ENGINEERING PAGE 01/04 %�F0 T OY07- n0 vi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SESASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH 845-7445 www.kSMengineerfng.net MELBOURNE (321) 768-8488 FAX (56845-8876 8876 E-Mail: KSM®KSMENGINEERING_NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 February 20, 2019 TNT Builders of Florida R81 S.W. Biltmore Street Port St. Lucie, FL 34983 Re: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida Permit #: 1807-0807 KSM Project#: 190689-1d Dear Sir. FEB 2 0 2019 Permitting Department St. Lucie County, FL Enclosed, please find the nuclear density test results performed on the building pad and sidewalk at the above referenced project. have any questions, please feel free to contact the office. SCBVNED Sr LUCie Coup E-mail to: tnt_builders@comcast.net Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller, P.E.: 88356 02/20/2019 12:07 772589E^,E9 KSM ENGINEERING i PAGE 02/04 Tip CIL t "II6-211rill. KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MAR1tN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7446 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 C.A.:6693 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2022 DATE TESTED: February 19th, 2019 KSM JOB #: 190689-1 d/SS/cv PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown and Tan Sand with Clay ITEM TESTED: Building Pad and Sidewalks --------------------------- TEST LpCATION ------- - DEPTH MOTS- PEN DRY - MP . DRY PERCENT- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------- VALUE Building Pad 1. N.W. 0 -12" 12.2 50+ 106.7 107.5 99.3 2. North Center " 105.9 98.5 3. N.E. 1. " 107.6 100.1 4. S.E. 11.7 " 105.1 97.8 5. South Center 11104.8 97.5 6. S.W. " 106.8 99.3 Sidewalk Around the Island in Front of Buildina #19 7. East 0 -12" 11.7 50+ 107.2 107.5 99.7 8. South 105.6 " 98.2 9. West 107.9 100.4 Ronald G. Keller, P.E.: 37293 / SI LIO, No.: 880 / Julie E. Keller, P.12-: 68366 02/20/2019 12:07 7725896469 1 1 KSM ENGINEERING PAGE 03/04 IVC1 A Rf.71Yi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 p0, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 846-7445 www,lcsmengineeririg.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1657 and ASTM D 2922 DATE TESTED: February 191', 2019 PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida KSM JOB #: 190689-1d/SS/cv MATERIAL: Brown and Tan Sand with Clay ITEM TESTED: Building Pad and Sidewalks --------- TEST LOCATION ---------- DEPTH MOIS- - PEN ------------------------------ DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------- ------------------------------------ VALUE Sidewalk in Front of Building #19 10. East 0 —12" 10.8 35 104.9 107.5 97.6 11. West 11 " 48 107.0 99.5 Sidewalk in Front of Building #18 12. East 0 —12" 10.8 46 105.1 107.5 98.7 13. Center 39 105.3 98.0 14. West 34 105.0 97.7 Ronald G. Keller, P.E.:37293 / SI Lic, No.: 860 / Julie E. Keller, P.E.: 68366 02/20/2019 12:07 772589FAc,? KSM ENGINEERING - PAGE 04/04 up CM Ar A%L—j M KELLER, SCHLEICHER & MacwILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) W-7445 www.ksmenoineedng.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-MaiL• KSM@1KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-0469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: r. ra" U-: U a F w z Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 191h, 2019 1807-0807 TNT Builders of Florida 3121-3131 Illusion Circle Sedona Fort Pierce, Florida KSM JOB #: 190689-1d 109T--T--7--1---I---r--T_--r--1 I I I I I I I I I I I I I I I I I I 108 -r--r--rt---I---I---r--r--�--7 1 1 I I I I I 1 I i I I I 1 I I 1071---i----F---i----I --f-- t-----t---I I I I I I I I I I I I I I I I I 105+--+-- +---I— —I---I --+ --F--I I I I I I I I I I I I I I I I I I 1054---1----F— --I---I---�--+— --� I I I I I I I I I I f I I I I I I 104�--4-----1---1--- I I I t I I I I I I I I I I I I I 103L--1—_1__J---I—__L---L 1_—J I I I I 1 1 I I I ( 1 I I I I I I I 1024 --4--4----�---I---i --i---(---) 9 10 11 12 13 14 15 Moisture - Percent of Dry weight Brown and Tan Sand with Clay 107.5 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 4TII' ' i��►17 Yi �� ��%'O�Cb7 KELLER SCHLEICHER & MacWILLIAM ENGINEER ING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 February 20, 2019 TNT Builders of Florida 981 S.W. Biltmore Street Port St. Lucie, FL - 34983 Re: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida Permit #: 1807-0807 KSM Project#: 190689-1d Dear Sir: Romeo R'Fii, MAR I I �019 Mqp - I ira St.<L/Cepcuenr Enclosed, please find the nuclear density test results performed on the building pad and sidewalk at the above referenced project. S`\ tWidlyny,ha;e any questions, please feel free to contact the office. KE(Z - No. u1!?rRT6d r re en E-mail to: tnt_builders@comcast.net Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 -h r • - TAP C!lk f 4%"AV& KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: February 19'h, 2019 KSM JOB #: 190689-1 diSSicv PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown and Tan Sand with Clay ITEM TESTED: Building Pad and Sidewalks ------------------------------ TEST LOCATION --------------------------------------- DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------- Buildinq Pad 1. N.W. 0 - 12" 12.2 50+ 106.7 107.5 99.3 2. North Center 105.9 98.5 3. N.E. 107.6 100.1 4. S.E. 11.7 105.1 97.8 5. South Center 104.8 97.5 6. S.W. 106.8 99.3 Sidewalk Around the Island in Front of Buildinq #19 7. East 0 -12" 11.7 50+ 8. South " " " 9. West " " " 107.2 107.5 99.7 105.6 98.2 107.9 100.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 6B366 • T&P C!IL ff A%1QpAVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: February 19'h, 2019 KSM JOB #: 190689-1d/SS/cv PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown and Tan Sand with Clay ITEM TESTED: Building Pad and Sidewalks ------------------ TEST LOCATION ----------------------- DEPTH MOIS- PEN ------- DRY ------------ MAX. DRY --------- PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------------- Sidewalk in Front of Building #19 10. East 0 — 12" 10.8 35 104.9 107.5 97.6 11. West " " 48 107.0 99.5 Sidewalk in Front of Buildinq #18 12. East 0 —12" 10.8 46 106.1 107.5 98.7 13, Center 39 105.3 98.0 14. West 34 105.0 97.7 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tip C1ff 81LJAYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 19th, 2019 1807-0807 TNT Builders of Florida 3121-3131 Illusion Circle Sedona Fort Pierce, Florida KSM JOB #: 190689-1d 109T--T---r---i---I---r--T -r--, I I I I I I I I I I ! I I I I I I I 108�--T--7--7---I---r--t-- I I I I I I I I I I I I I I I I 107 r--t---t---i---I --t — t-- t---i I I I I I I I I I I I I I I I I 106+--+--4---I——1---H--+ —�--� I I I I I I I I I I I 1 I I I I I 1054---4---4——I---1---I----4--- --� I I I I I I I I I I I I I I I I I 1041 --� — =-- I---I---1---1 -- =---a I I I I I I I I I I I I I I I I I 103L__ __-1 J___I___L__1__1__J 1 I I I I I I I I I I I I I I I I 1 102----�--4---1--- I --- �--i--4----I 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown and Tan Sand with Clay 107.5 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Z%FJAVL KELLER, .SCH.LEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 March 15, 2019 David Toth TNT Builders of Florida RECeVED 981 S.W. Biltmore Street MAR 21 ppig Port St. Lucie, FL 34983 Permitting Department St, Lucie county Re: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida Permit #: 1807-0807 KSM.Project #: 190689-3d Dear Mr. Toth: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for buildings #9, #10, and #11 at the above referenced project. any questions, please feel free to contact the office. O w-D "'9!!Ililvv . E-mail to: tnt_builders@comcast.net Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller. P.E.: 68366 " TIF C'19 A%B_jA /i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: March 141h, 2019 KSM JOB #: 190689-3d/SS/ct PERMIT #: 1807-0807 CONTRACTOR. TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Buildings #9, #10, & #11 ------------------ TEST LOCATION --------------- DEPTH MOTS- -------- PEN ------- DRY --------------------- MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALUE Morning Dew Lane - Building #9 1. S.E. 0" -12" 9.6 50+ 111.0 111.5 99.6 2. S.W. 110.3 98.9 3. Center . 110.8 99.4 4. N.W. 107.7 96.6 5. N.E. " 108.5 97.3 Morning Dew Lane - Building #10 6. S.E. 0" -12" 8.8 50+ 109.0 111.5 97.8 7. S.W. 110.6 99.2 8. Center 111.1 99.6 9. N.W. 111.6 100.1 10. N.E. 110.2 98.8 Qnn.ld (A Kallar P P • R7901 / CI I it mn • RRn / Ai lia P Kallar P P-e RR3RR Tr CP 2, t A%IJAYL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: March 141h, 2019 KSM JOB #: 190689-3d/SS/ct PERMIT #: 1807-0807 CONTRACTOR: TNT Builders of Florida JOB LOCATION: 3121-3131 Illusion Circle Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TESTED:. Compacted Foundation Fill for Buildings #9, #10, & #11 ---- TEST LOCATION --------------------------------------------------- DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------- -------------------- ------------------------------------ VALUE Mornina Dew Lane — Buildinw #11 11. S.E. 0" —12" 7.9 50+ 108.7 111.5 97.5 12. S.W. " 109.5 98.2 13. Center 110.9 99.5 14. N.W. 111.5 100.0 15. N.E. 111.2 99.7 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 tr c111L A%CPAV1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: Soil Description: Max. Dry Density: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) March 14w, 2019 1807-0807 TNT Builders of Florida 3121-3131 Illusion Circle Sedona Fort Pierce, Florida KSM JOB #: 190689-3d 113 I----T---,----I----r---7---, I I I I I I I I I I I I I I I I I I I I I 112 4--------- ---- 1----t----+---� I I I I I I I I I I I I I I I I I I I I 111 L---� ------I----J-----1----1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 109+----+-------I----�--- ---� I I I I I I I I I I I I I I I I I I I I I 1084----- ----4 I ---- 1----4----4 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Clay 111.5 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 John M. Foster - Architect Member - American Institute of Architects - LEED AP October 17, 2018 11205 Ridge Ave. Fort Pierce, Florida 34982 =RE-CEIVIEDFlorida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - 3121-3131 Illusion Circle Permit # 1807-0807 Building 24 Architect's reply to SLC Plans Examiner Review dated 8/21/18. 1) All plan sheets are dated in the title block. If necessary, the architect can date all sheets in concert with the cover sheet. 2) Energy calculations with revised address attached. 3) Three copies of fire sprinkler plans attached. 4) Three Design Wind Load forms attached. 5) Shop drawing review blocks have been affixed to the submitted truss layout & engineering sheets. SCANNED BY St Lucie County If there are any questions regarding this reply to building department Comments, please contact me as listed above. EOFp 3M. 05t(% i AR0008511 V s John M. Foster - Architect Member - American Institute of Architects - LEED AP October 17, 2018 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services RECEIVED Building & Code Regulation Division OCT 17 2018 2300 Virginia Avenue Ft. -Pierce, Florida 34982 �• Lucie County, Permitting Sedona Multi -family project - 3121-3131 Illusion Circle Permit # 1807-0807 Building 24 Architect's reply to SLC Plans Examiner Review dated 8/21/18. 1) All plan sheets are dated in the title block. If necessary, the architect can date all sheets in concert with the cover sheet. 2) Energy calculations with revised address attached. 3) Three copies of fire sprinkler plans attached. 4) Three Design Wind Load forms attached. 5) Shop drawing review blocks have been affixed to the submitted truss layout & engineering sheets. If there are any questions regarding this reply to building department Comments, please contact me as listed above. John M. Foster - Architect Member - American Institute of Architects - LEED AP October 17, 2018 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning &Development Services Rtl tsv�v Building & Code Regulation Division OCT 17 2018 2300 Virginia Avenue Ft. Pierce, Florida 34982 ST. Lucie CO0, Permitting Sedona Multi -family project - 3121-3131 Illusion Circle Permit # 1807-0807 Building 24 Architect's reply to SLC Plans Examiner Review dated 8/21/18. 1) All plan sheets are dated in the title block. If necessary, the architect can date all sheets in concert with the cover sheet. 2) Energy calculations with revised address attached. 3) Three copies of fire sprinkler plans attached. 4) Three Design Wind Load forms attached. 5) Shop drawing review blocks have been affixed to the submitted truss layout & engineering sheets. If there are any questions regarding this reply to building department Comments, please contact me as listed above. ��,, O�Bs'' N' 3\2-\ - a)31 SSA N E St 4UCie co n�l -U- y Ic- &c►o RECEIVED OCT 2 4 29;3 Permitting Department Lucie Count _. , Y, FL J "• ol V Cam..\ClS. RECEIVED OCT 19 2018 Sr. Lucie County, PerMI41.lg i �M;Nam. I2o-�- otO7 To: From: Date: Re: Edwards sanding, LLC MEMORANDUM Joseph Cicio Steven Reichel October 29, 2018 RECFr pStttttng Fire Sprinkler Plans 3 Sets per plan review. PERMIT #1807-0807 BUILDING 24 3121-3131 ILLUSION CIRCLE FT. PIERCE, FL Rsce&ED 0Cr29 ,nre Pe St. U ieCou tyent