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Home My WebLink AboutPROJECT INFORMATION✓T � QutcKcrLLcs,uvc. Project Summary oa Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-4665799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM Project• • For: JOE MOUNTAIN THESE PLANS AND ALL PROPOSED WORK 5702 EAGLE DR., FT. PIERCE, FLOUNTAIN, JOKE SUBJECT TO ANY CORRECTIONS SCANNED BY Notes: -REQUIRED BY FIELD INSPECTORS THAT St. Lucie County MAY SE PIECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TO 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22884 Btuh Structure 39566 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (103 cfm) 3161 Btuh Central vent (103 cfm) 1694 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26046 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 39197 Btuh Method simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3992 Btuh Ducts 0 Btuh Heating Cooling Central vent (103 cfm) 4291 Btuh Area (ft2) 1921 1921 Equipment latent load 8284 Btuh Volume (fta) 17181 17181 Air changes/hour 0.38 0.20 Equipment total load 47481 Btuh Equiv. AVF (cfm) 109 57 Req. total Capacity at 0.70 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Ruud Trade Trade Model Cond 14AJM48AO1 GAMA ID n/a Coil RHPN-HM4824JC ARI ref no. Efficiency 100 EFF Efficiency 16 SEER Heating input 0 Btuh Sensible cooling 38150 Btuh Heating output 26661 Btuh Latent cooling 16350 Btuh Temperature rise 20 OF Total cooling 54500 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.030 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 7'� -FP- wrightsofi- RightSuiteOUnivemi7.1.OBRSU08101 0IFY12:47:31 14 M CADocumems and Settings%kki_2\My Documents\Wnghtsoft HVACIMOUNTAIN, JOE. i., On Page 1 Right-JO Worksheet Job: Entire House Date: QUICK CALCS, INC. ey. 317 ST. LUCIE UN., FT. PIERCE, FL 34946 Phone: 772466-0799 Fax: 772466-6796 Email: QUICKCALCS@AOL.COM 1 Room name Entire House EXISTING 2 Exposed wall 223.0 ft 171.0 It 3 Ceiling height 9.0 ft d 9.0 It heat/cool 4 5 Room dimensions Room area 1909.0 w 1.0 x 1643.0 It 1643.0 fF Ty Construction U-value Or HTM Area (ft'j Load Area (ft') Load number Btuh1ftMF ( j (BtuhfW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 4.00 2.55 459 423 1694 1077 288 273 1093 695 IA-clom 11DO 1.270 0.390 n n 35.56 10.92 34.77 11.31 15 21 0 21 533 229 522 238 15 0 0 0 533 0 522 0 ly I--G I--D 11 13A-0ocs IA-clom 11DO 0.143 1.270 0.390 a a a 4.00 35.56 10.92 2.55 91.12 11.31 378 60 21 297 0 21 1189 2134 229 756 5467 238 378 60 21 297 0 21 1189 2134 229 756 5467 238 13A-4ocs IA-clom 0.143 1.270 s s 4.00 35.56 2.55 34.77 594 8 571 8 2286 284 1453 278 423 0 408 0 1634 0 1039 0 L�fG tAclom 1.270 s 35.56 34.77 15 15 533 522 15 15 533 522 W 13A-4ocs IA-clom 0.143 1.270 w w 4.00 35.56 2.55 91.12 576 20 474 0 1899 711 1208 1822 450 0 368 0 1475 0 938 0 I�-GG P to-clomd 12C-0sw 1.270 0.091 w - 35.56 2.55 91.12 1.28 82 333 0 333 2902 848 7435 427 82 333 0 333 2902 848 7435 427 C 168-19ad 0.049 - 1.37 2.57 1909 1909 2619 4911 1643 1643 2254 4227 F 21A-20c 0.027 - 0.76 0.00 1909 1909 1443 0 1643 1643 1242 0 61 c) AED excursion 1 8291 1 72 Envelope lossigain 19536 27182 16067 22337 12 a) Infiltration 3348 944 2568 724 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 7 1610 Appliances @ 1200 8 9600 8 9600 Subtotal (lines 6 to 13) 22884 39566 18635 34271 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22884 39566 18635 34271 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 22884 39566 18635 34271 Air required(chn) 1200 1200 977 1039 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -'}+- wrighcsoR- RlghlSuiteOUniveml7.1.08RSU08101 2011-Feb-0112:47:31 '4M C:\DOCnment9 and SettingsWikki_ZMy Domments\Wdghtsoft HVAC\MOUNTAIN,JOE.mp Calc=MJB On Pagel RighW@ Worksheet Job: Entire House Base: sy: QUICK CALCS, INC. 317 ST. LUCIE UN.. FT. PIERCE, FL 34946 Phone: 772A66J6799 Fax: 772A66-6796 Email: QUICKCALCS@AOL.COM 1 Room name NEW BATH NEW BEDROOM 2 Exposed wall 5.0 ft 47.0 It 3 Ceiling height 9.0 ft heaticool 9.0 ft heat/cool 4 5 Room dimensions Room area 8.0 x 5.0 It 40.0 IF 1.0 x 226.0 It 226.0 IF Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'--"F) (Btuh1W) or perimeter (ft) (Btuh) or perimeter (ft) (etuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 13A-4ocs 0.143 n 4.00 2.55 45 45 180 115 126 105 420 267 tAclom 11D0 1.270 0.390 n n 35.56 10.92 34.77 11.31 0 0 0 0 0 0 0 0 0 21 0 21 0 229 0 238 13A-4ccs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 11 1A-clom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 11D0 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 4}f 13A-4ocs 1Aclom 0.143 1.270 s s 4.00 35.56 2.55 34.77 0 0 0 0 0 0 0 0 171 8 163 8 653 284 415 278 ��rG' Vr! IL--fG? 1A-clom 13A-4ocs 1Aclom 1.270 0.143 1.270 s w w 35.56 4.00 35.56 34.77 2.55 91.12 0 0 0 0 0 0 0 0 0 0 0 0 0 126 20 0 106 0 0 424 711 0 270 1822 P 1Aclomd 12C-0sw 1.270 0.091 w 35.56 2.55 91.12 1.28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-19ad 0.049 - 1.37 2.57 40 40 55 103 226 226 310 581 F 21A-20c 0.027 - 0.76 0.00 40 40 30 0 226 226 171 0 61 c)AED excursion 0 757 Envelope loss/gain 265 217 3203 4628 12 a) Infiltration 75 21 706 199 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 340 239 3909 5057 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 340 239 3909 5057 15 Duct loads 09/6 0%1 0 0 0% 0% 0 0 Total room load 340 239 3909 5057 Air required(ctm) I 18 7 205 153 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigtiisoR- RightSuite@Universa17.1.OBRSU08101 2011-Feb-0112:47:31 . C:\Documents and Sel6ngs\Nikki_2\My Documents\Wdghtsoft HVAC\MOUNTAIN,JOE.mp CaIc=MJB 06 Page e i HESE PLANS,AND NJORA9IRS D WORK ARE SUBJECT TO ANY CORRECTIONS Effective March 1,2M REQUIRED BY FIELD INSPECTORS THAT FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTR t4^C NECESSARY FORM 1100B-08 Residential Component Prescriptive.N Method B U it L DES. Compliance with McIDotl B of Chapter 11 of the Ronda BuddnpCode, Residudat or Subchapter 13-0 of the Ronda BWtlirfp Code. Budding may be demonstrated by the uco of Form 11008 for single -and multipledamily residences of three stories or has in height, addillans to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heading systems in existing buildings, and shevdded components of manufactured homes and manufacanad builtlings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatary requirements summarized N Table 11 B-2 of this lolm. ff n hnildinn dmo not rrmnly with this mMhnd it maw ell II emmnb tinder Uwhnd A of Chan,Tl,v6ihrhantar 11-9 of thn a„nllrahla nnde PROJECT NAME: AND ADDRESS: KAN MYR 1 j3 BUILDER: PERMII-PING OFFICE: OWNER: PERMIT NO.:j I I I I I I JURISDICTION NO.: L 1.11m construction including additions which Incorporate any of the following features cannot comply using this method: skyrights or otherna wartleal met glass, glass areas in excess of 16 percent of condHioned floor area, and classic resistance beat (Sao Notes to Table 1111.1 on page 2). 2 III in all the applicable spaces of the 'To Be Installed' column on'Tabls 118-1 wdh the information requested. All 'To Be Installed'values must be equal to or more efficient than the required levels. 3.Complete page 1 based on thei to Be Installed' column information 4.Read'Minimum Requirements for All Packages', Table 11B-2 and check each botto indicate your intent to comply with all applicable items. 5.Reed, sign and date the 'Prepared By' certification statementat the bottom of page 1. The owner or Smuts agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple-famllyattached - 3. If multiple -family -No. of units covered by this submission 4. Is this a worst case? (yesi o) 5. Conditioned floor area (sq. Ft.) 6. Glass type and area: a U-factor b SHGC c. Glass oma 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R-value) It. Wood. miscd (R-value) c. Wood, common (R-value) it. Concrete. raised (R-value) e. Concrete, common (R-value) 9. Wall type, area and Insulation: a. Exterior. 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-sulue) b. Adjacent: 1. Masonry(Iamlmion R-value) 2. Wood frame (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Air distribution system: Duct Insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit. package terminal AC, gas, none) 13. Heatingsystem: (Types: hcat pump, elec. strip, nat. ges, IP-Gas, gas h.p., room or PTAC, norm) 14. Programmable thermostat installed on NVAC systems: 15. Hotwatersystem: (Types: elw. naL gas, LP -gas, solar, heat rec., tied. hem pump, other, none) PREPARED I hemw Car Please Print CK Ga. 6b. G tic. sq. N. 7.C( % Ba.R=-'e -- 30 limt. Bb. R - sq.IL 8c. FI sq. N. Bd. R= Sq.IL Be. R= sq.N. - 9a-1. R. 4 a(oa sq.fL 9a-2. R= sq.fL 9b-1. Fl sq.N. 9b-2. FI sq.N. 10d. R= sq. fL ty 10b. R= 11a. R= i r A cil< 11b.1hestreport attached? Yes 12a. Type: 11211 ERM R: t0- 120. Capaet : 13a. Type: 13b. HSPFICOP/AEUE: 13c. raped 14. Yes N -15a.Type: _ 15b. EF. 2007 FLORIDA BUILDING CODE -BUILDING 13-D.23 APPENDIX 13-D = TABLEIIB-1 MINIMUM REOUIREMENI3(See Nate l) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: U-Factor. 0.65 U-Fac or. lOC windows (we Nola 2): SHGC.0.35 SHGC. %of CFA.. 16% %or CFA=� Extrelordocurbfm Wood or inwaged N Walls- Ea. are Adz. (see Note 3): Frame R-13 R-Value. Mess (see Note 3) Interior of wan: R-6 R-Value= A r I Extudorolwan: Rd R-Value= K�1 EJmtiiC resistance hint Soo NOW 10 Not mowed Collings see Notes 3&4 R=30 R-Valuo. Room: Slaban-gtade No requirement II -Value= Over urcan0ilionedspaces less Note 31 R-13 Hot water systems (Vernon type) Electric (we Note Sir 40 EF - 0.92 Gallons= gal: 50 tom: EF.0.90 EF. �O Gas fired (wa NWo 6): 40 Col: EF. 0.59 Goal 50 aI: EF.0.58 EF. Air ceMitlmlsystemswe Note? SEER.13.0 SEER. I Heat pump systems (we Nola 8) SEER. 13.0 SEER. HSPF-7.7 HSPF= Gas tumaces AFUE =78% AFUE.. Oil furnaces AFUE =78% AFUE Prorammable thermostat sea Note 10 Must he Imaged on all HVAC systems. Installed? Yes o Ou eserk: (sea Nob 9) Locanien: L4(' lln fall ad sp ss' R-B, TESTED Unco ndi0onw �q Condfin.mspace Ummnled meat assembly per RBo6.4 will, essula9on at the mof plane NA 1142 R-Vakuw kp Test repon: no eondniamd ePmm R-Nettie. Notestm oreuired Ak Han&erloeaeom Urlmnd'nlonedafteorhamgo Requires lest report 1�., Location: Ir'ffor Conditioned space or Test report: fir-1p Unvented seen assembly per R NA with lmulatlon at No mot issione I No duct tort resulted I (1) Each component present in the As -Bum home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otR erwlse Method A compliance must be used. (2) Windows and doors qualifying as glared fenestration areas must comply with both the maximum U-Faetor and the maximum SHGC (Solar Heat Gain Cardboard) crisri3 and have a maldmum total window area equal to or less than 16% of the cundillerred floor area (CIA), otherwise Method A must be used for compliance. Exceptions: 1. Ad - dill of 600 square feet (56 mr) or less may have maximum glass to CIA of 50 percent 2. Renovations with new windows under a 2 foot overhang whose lower edge does not extend further than 8 feet IMen the overhang may have timed glazing or double -pane clear glazing. Replacement skylights installed In renovations shall be doublepaned or single paned with a diffuser. (3) R-Values are for Insulation material only as applied in accordance with manufacturersinstallation instructions. For mass walls, the'interlor of wall' requirement (R-6) must be met except It at least 50% of the R-4 Insulation value required for the "exterior of well' Is Installed exterior of, or Integral to, the wall. (4) Attic knee wails shall be insulated to same level as cell and shall have a positive means of maintaining Insulation In place. Such means may Include rigid insulation Heard or air baffler Sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other elegi storage volumes, minimum EF= 0.97- (0.00132' volume). (6) For other natural gas storage volumes, minimum EF-0.67 - (0.0019' volume). (7) For all conventional units with capacities greater than 30,000 &trot¢ For Small -Duct, Hlgh-Velocity units, Space Constrained units, and units with capacities less than 30.000 BINhr see Table 13.607AS.3.2A of the Florida Building Code, Building or Table NI107AB.3.2A of the Fladda Building Code, Residential (8) For all conventional units With eapaciries greaferthan 30,000 BNrtic For Small -Duct, High -Velocity units, Spare Constrained units, and units with capacities less than 30,000 Btruhr see Table 13607AB.3.2B of the Florida Building Code, Building or Table N7107AS328 of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space arrested by a Class 1 BERS later to be'subsfarmally' leak Iree.'Substantially leak free'shall mean dislrib r ion system air leakage to outdoors no greater than 3 elm per 100 square feet of conditioned Hoar area at a pressure differential of 25 Pascal (0.10 in. we.) acress the entire air distribugan system, including the manufacturers air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be Insulated to R6 or be installed in conditioned space. 10) The proMhlOon on electric resistance heat and the requirement for programmable thermosets do not apply to additions, renovations, and new hearing systems installed In existing buildings. TASLEIt&2 MINIMUM REQUIREMENTS FOR ALL PACKAGES -COMPONENTS SECTION REQUIREMENTS CHECK Exmriar Joints & Cracks NI IOGAGI2 To ba cmiketl aeke ...ft,9d d orothcrwtra walcd. Exterar Wmwws&Dmrs N110GAELIA Max .3d .n. window ammo ScI.ft. door area. Sole & TO Plates N1106AS.1.2.1 Sale plates and mVatlms throh m lanes of exterior wars must be sealed. RoceslJsed htin N1106ASA.24 Type IC rated with no notations two alternatives allow Mifleta Houses N1108AB.12S Air barrier on dmeter of user mN bollworm users. Exhaust Fruss N1IGGABI.3 Exhaust Iona valeta tounconddonceSpam Noll have dampers, oxmpt for combustion dovom with integral oshaum ducramk. Wolof H6ators N1112ABa Comply Men efficiencyrorporomonts in Table NI 112AB.3. Switch cr do" marlmd cirumil breaker electric or often must be provided. External or bunt-ln heat Ma re red for vertical recent, Swurunmg Preis & Spas Nf 112AB2.3.4 Spas 8 homed pools men haw covers (except Sitar heated). Nomominewc al pools mass have a pump tuner. Gas spot & pool Imaters must navo mbt'vnum thermal efficiency 0f 78%. Hon pump gaol heaters shad haw: a minimum COP of 40. Not Water A s 1,I112.ARS Insulatim Is reaudired for hot water c1rculanna sriftenno prichusurta heat smoverv, units. Shower Heads N1112AS2.4 Wotergow trustee restricted tom mom man2S Moms pormingifte at 80 role. HVAC Duet COnsnmetioo, Insulation & Installation N1110.AB As ducts, ridings, mechanical equipment and plenum chambers shag be mmhanicagy anachw, ranked. insulated and infrared In accordance with the enters, of Simon NI Ili Ducts In ones must be insulated M a minimum on R-8. HVAC Centrals N1107A02 Separate madly acrossiblo mama) or automadc en.mmstal far am fifersim. 13-D.24 2007 FLORIDA BUILDING CODE —BUILDING t Permit Number: Lot Number: Uscellaneuus: Address: The inforinabon in this box ufor administrative purposes only and is not pad of this engineering review. Truss Fabricator: East Coast Truss Job Reference: #21799 - GOLDEN - MOUNTAIN ADDITION - MiTek Industries, Inc._ 6904 Parke East Blvd. - Tampa FL 83610 (813)972-1M Engineering Index Sheet 21799 02/08/2011. 6 A Professional Engineer's Seal affixed to this Index Sheet Indicates the acceptance of professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these Individual truss components for any structure is the responsibilly, of the Building Designer, as defined in ANSI/TPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss: Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss 0 or MiTek Industries. Inr. no tx131972-1135. tSnfhvarn _ nnlina Phrs1 Standard Loadin T.C. Live, 20 psf T.C. Dead 7 pa£ B.C. Live 0 paf H.C. Dead 5 psf Total 32 ps£ ANSI /ASCE 7-05 Main Wind Force Res. Sys. Wind Speed: 140 Mean Roof HL: 15 Exposure Category: C Occupancy Factor: 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 7.0 BC Dead Load : 5.0 Date Made Date Mark Date Mark Date Mark Notes: Referto individual truss design drawings 1 0908/11 A1GE z 6tigsln A21 3 1 02/08/11 1- _A31 1 4 1 02108/11 1 —V-12--j for special loading condillons. 5 1 02108111. 1 1 6 1 02108111 1 Ri u f �lfv THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. P ®f No. in" Online Plus" 0 Copyright MTek®1996-2010 Version 27.0.003 Job Inez Sheet 2100114:36:11 PM, Page 1 #21799 - GOLDEN - MOUNTAIN ADDITION - Page: . 1 21799/ 1 1 TR A1GE 4.00 14-00-00 24-00 24-00 4/4 21799/ 9 1 TR A2 4.00 14-00-00 24-00 24-00 4/4 21799/ 1 1 TR A3 4.00 14=00-00 00-00.00-00 4/4 Q 21799/ 1 1 VL.S V12 4.00 12-00-00.00-00 00-00 4/4 21799/ 1 1 VL.S V8 4.00 08=00-00 00-00 00-00 4/4 21799/ 1 1 VL.S V4 4.00 04-00-00 00-00 00-00 4/4 /\ Online HmraQ Copyeigh(MlTeln& 1996-2010 Verson 27.0.006 Summary Page Tram"Repo" Date OWMI Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineeting .21799 AIGE 1 1 TR 140000 4 2- o- 0 #21799, - GOLDEN - MOUNTAIN ADDITION - EO 3-15 HO 3-15 TCJ 2-0-0 7-0-0 I 7-0-0 2-0-0 4x4 T H T s I *2x4 a K 2-7-1s 3.3 3x3 T A C E G H J L HC La 14-0-0 ALL PLATES ARE MT2020 ' See Joint D For Typical Gable Plate Size and Placement Scale: 0.366" = V Online Plus -- Version 27.0.006 RUN DATE: 08-FEB-11 CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 BC 0.15 2x 4 SP-#2 GW 0.04 2x 4 SP-#3 Brace tress as follows: O.C. From To TC Cont. 0- 0- 0 14- 0- 0 BC Cont. 0- 0- 0 14- 0- 0 psf-Ld Dead Live TC 7.0 26.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb-1.15 Fr-1.10 Ft=1.10 BC Fb=1.10 Fc=-1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1128 1024 U 75 R Jt Brg Size Required A 168.0" 0"-to- 168" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcuxrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs AXI-CSI-Bnd ----------Top Chords ---------- * -D 0.10 46 C 0.00 0.10 D -F 0.05 53 T 0.00 0.05 F -B 0.04 103 T 0.01 0.03 B -I 0.04 103 T 0.01 0.03 I -K 0.05 53 T 0.00 0.05 K -C 0.10 46 C 0.00 0.10 --------Bottom Chords--------- MiTekO Online Plus° A -E '0.15 53 C. 0.00 0.1-9 E -G 0.13 0 T 0.00 0.13 . G -H 0.13 0 T 0.00 0.13 - H -J 0.13 0 T 0.00 0.13 J -L 0.13 0 T 0.00 0.13 L -C 0.15 53 C 0.00 0.15 ----------Gable Webs---------- - -D 0.04 179 T G -F 0.03 142 T H -B 0.01 77 C J.-I 0.03 142 T L'-K 0.04 179 T TL Defl -0.01" in L -C L/999 LL Defl 0.00" in L -C L/999 DL Defl 0.0011 at' L/999 Shear // Grain in A -E 0.16 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga. Gross Area Plate - MTBE 18 Ga, Gross Area it Type Pit Size X Y . JSI. REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FEC2007 TPI 2002 OH Loading Soffit psf 2.0 Design checked for 10.psf non - "concurrent LL on BC.. Refer to Gen Dot 3 series for web bracing and plating. . Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf' Max comp. force -132 Lbs Max tens. force 179 Lbs Connector- Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P:E. 5407.Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 190E NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ."BCSI-B1 SUMMARY SHEET"�BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus"' O Copyright MiTeM 19962010 Version 27.0.006 Engineering - Portrait 21W0114:36:07 PM Page 1 job Mark Quan Type Span Pl-Hl Left OH Right. OH Engineering .21799. A2 9 TR 140000 4 2- 0- 0 2- 0- 0 #21799 - GOLDEN - MOUNTAIN ADDITION - HO 3-15 NO 3-15 TC� 2-0-0 7-0-0 I 7-0-0 1 2-0-0 4.4 B T 4F 2-7-15 3x3 3-3 T A C D 2x4 W:800 W:800 R: 563 R: 563 U: 512 U: 512 B 14-0-0 ALL PLATES ARE MT2020 Scale: 0.366" = V Online Plus --'Version 27.0.006 RUN DATE: OB-FEB-11 CSI -Size- TC 0.36 2x 4 SP-#2 BC 0.54 2x 4 SP-#2 WB O.OB 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 14- 0- 0 BC Cont. 0- 0- 0 14- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration.Factor 1.25 TC Fb=1.15 Fc=1.10- Ft=1.10 BC Fb=1.10Fc=1.10 Ft=1.10, Total Load Reactions (Lbs) it Down Uplift Horiz- A 564 512 U 75 R C 564 512 U 75 R it Brg Size Required A 8.0" 1.5" C 8.011 1.5" Plus 6 Wind Load Case(s) Plus 1 U13C LL Load Case(s) Plus I.DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A A -B 0.36 773 C 0.09 0.27 B -C 0.36 773 C 0.09 0.27 --------Bottom Chords--------- '" 'A =D '0':54 736 T'- 0.07 0.47 D -C 0.54 736 T 0.07 0.47 MiTek® Online P1us- 1) -B 0.08 278 T TL De£1 -0.08" in A -D L/999 LL Defl 0.04-- in D -C L/999 DL Def1 -0.12" at D L/999 Shear // Grain in A -B. 0.22 Plates for each ply each face. Plate - MT20 20 Ga, Gross Ares Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga. Gross Area it Type Plt Size X ' Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OR Loading Soffit psf 2.0 This truss has been designed' for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for SO psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resiatance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf EC Dead Load 3.0 psf Max'comp. force ""773 Lbs Max tens. force 739 Lbs Connector Plate Fabrication Tolerance =- 20% . This truss is designed for a creep factor of -1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 52B5 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcra£t Dr. Greenacres, FL.33463 MAURICE A.. SHASHOUA, . .P.E.#EE5251 6.19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !(!CAUTION!!! READ eBCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TERACE'. 3-BEARING BLOCK.' Online Plus^'m CopynghtMJeM199 2010Vemlon27.0.OMEnglneenng-Ponrait2WO114:36:07PM Pagel Job Mark Quan Type Span PI -HI Left OH Right OH Engineering '.21799 A3 1 1 TR 140000 4 0 0 #21799, - GOLDEN - MOUNTAIN ADDITION - HO 3-15 HO 3-15 TC1 7-0-0 I 7-0-0 4x4 B T 4r 2-7-15 3x3 3x3 1 z+ C D 2x4 � W:800 - W: BOO R: 447 R: 448 U: 415 - U: 415 SC 14-0-0 v . 0 ALL PLATES ARE MT2020 - Scale: 0.456" = 1' MSTek® Online Plus- Online Plus -- Version 27.0.006" A -D 0.55 746 T 0.07 0.48 Max comp. force 783 Lbs RUN DATE: 08-FEB-11 D -C 0.55 746 T 0.07 0.48 Max tens, force 747 Lbs ------------- Webs-= -------- --- Connector Plate Fabrication CHI -Size- ----Lumber-__ D -B "0:08' 279 T Tolerance = 20% TO 0.17 2x 4 SP-#2. This truss is designed for a BC, 0.55 2x '4 SP-#2 'TL Deft -0.09" in A -D L/999 creep factor of 1.5 which - WE 0.08 2x 4 SP-#3 LL Defl -0.05" in A -D L/999 is used to calculate total DL Defl -0.12" at D L/999 load deflection. Brace trues as follows: Shear // Grain in A -B 0.22 FABRICATOR. NOTES: ' O.C. From To 1. EAST COAST TRUSS TC Cont. 0- 0- 0 14- 0- 0 Plates for each ply each face. 5285 ST.LUCIE BLVD. BC Cont. 0- 0- 0 14- 0- 0 Plate - MT20 20 GO, Grose Area FORT PIERCE,FL 34946 - Plate - RHS 20 Ga, Gross Area - psf-Ld Dead Live Plate - MTBH 18 Ga, Gross Area S. Salim Cerci, P.E. TC 7.0 20.0 Jt Type Plt Size X Y JSI 5407 Wellcraft Dr.. BC 5.0 0.0 Greenaores, FL.33463 ' TC+BC 12.0 20.6 REFER TO ONLINE PLUS GENERAL Total 32.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR MAURICE A. SHASHOUA, Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. - P.E-#EB5251 6 19554 Plate Duration Factor 1.25 1908 NW 112 AVE. - TC Fb=1.15 Fc=1.lO Ft=1.10 'NOTES: CORAL SPRINGS, FL 33071 BC Fb=1.10 Fc=1.10 Ft=1.10 Trusses Manufactured by: 2. !!!CAUTION!!! READ "SCSI-B1 " East Coast Truss SUMMARY SHEET" BEFORE Total Load Reactions (Lbs) Analysis Conforms To: HANDLING , INSTALLING 4 Jt Down Uplift Horiz- FBC2007 BRACING TRUSSES. A 448 415 U 75 R TPI 2002 3. SEE ATTACHED.DETAIL SHEET C 448 . 415 U 75 R This trues has been designed FOR: 1-JACK NAILS. for 20.0 psf LL on the H.C. 2-TBRACE. 3-BEARING BLOCK. at Brg Size Required in areas where a rectangle A 8.0" 1.5" 3- 6- 0 tall by , C B.0" 1.5" 2- 0- 0 wide will fit between the B.C. Plus 6 Wind Load Case(s) and any other. member. Plus 1 UBC LL Load Case(s) Design checked for 10 psf non - Plus 1 DL Load Cases) concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Checked for NonConcurrent 200 Truss is designed as a'Main Lbs Moving Point Load applied Wind -Force Resistance System. at Panel Points and Mid -panel Wind Speed: 140 mph on BC. Mean Roof Height: 15-0 - Exposure Category: C Membr CSI P Lbs Axl-CSI-Bnd Occupancy Factor : 1.00 ----------Top Chords---------- Building Type: Enclosed A -B 0.37 783 C 0.09 0.28 Zone location: Exterior .B -C 0.37 783-.0 0.09 0.28 TC Dead Load.: 4.0,psf- •--------Bottom Chords---.------ BC Dead Load 3.0 psf OnMe Plusw C COWghl W-Tek& 1996-2010 Vemlon 27.0.008 Engineee g -Por t =0114:3s:08 PM Pagel Jot Mark Quan Type Span Pl-HI Left OH Right OH Engineering 21799 V12 1 1 VL. Ss 120000 4 0 0 #21799 - GOLDEN - MOUNTAIN ADDITION - TC� 6-0-0 I 6-0-0 4x4 B T 4 2-0-0 T 3.3 3x3 A C D •2x4 .5r'.. '*S x 4L mFi, �,r6 e �k�4 BC 12-0-0 ' ALL PLATES ARE M1'2020 See Joint D For Typical Gable Plate Size and Placement - . - Scale: 0.529" = l' Online Plus -- Version 27.0.006 RUN DATE: 08-FEB-11 CSI -Size- ----Lumber---- TC 0.17 2x 4 SP-#2 BC 0.33 2x 4 SP-#2 GW 0.06 2x 4 SP-#3 Brace truss as follows: O.C. From To TO Cont. 0- 0- 0 12- 0- 0 BC Cont, 0- 0- 0 12- 0- 0 psf-Ld Dead Live TC 7.0 20.0 .BC 5.0 8.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0n Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TO Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 961 898 U 108 R it Brg Size Required A 144.011 0e-to- 144e Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for-NonConcurrent 200 Lbs Moving Point Load applied at Panel Pointe and Mid -panel on BC Membr CSI P Lbs Axl-CSI-End ----------Top Chords ---------- * -B 0.17 83 T 0.00 0.17 B -C 0.17 83 T 0.00 0.17 --------Bottom Chords --------- * -D 0.33 4 C 0.00 0.33 D -C 0.33 - 4 C 0.00- 0.33' ----------Gable Webs---------- MiTek® Online Plus- D -B 0.06 269 T TL Defl -0.03" in A -D L/999 LL Defl-0.0211.in A -D L/999 DL De£1 0-00" at L/999 ,Shear // Grain in A -D 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Pit Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND. SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: - FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 232 Lbs Max tens. force 269 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: I. EAST COAST TRUSS '- 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. . 5407 Wellcraft Dr. Greenacres, FL.33463 -MAUR ICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!'I READ ^SCSI-B1 SUMMARY SHEET- BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Online Plus^ OCopy4g0l MReM 1996-2010Version 27.0.096 Engineering-Ponnail 2020114:36:09PM Pagel Job Mark Quan Type. Span Pl-Hl Left OH Right OH 'Engineering '2I799 1 V8 1 I VL.SB 80000 4 0 0 #2179$ - GOLDEN - MOUNTAIN ADDITION - TC 4-0I-0 1 4-0-0 4.I 4x9 T 1-4-0 T2x4 2x4 D +2x4 BC -0 _ ALL PLATES ARE MT2020- See Joint D For Typical Gable Plate Size and Placement Scale: 0.765" = 1' Online Plus--- Version 27.0.006 RUN DATE: 08-FEB-11 CHI -Size- ----Lumber--- TC 0.11 2x 4 SP-#2' _ BC 0.15 2x 4 SP-#2 .GW 0.03 2k 4 SP-#3 Brace truss as follows: O.C.. From To TC Cont. 0- 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 psf-Ld Dead Live " TC 7.0 20.0 - BC 5.0 0..0 -- TC+BC 12.0 20.0 - Total 32.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fh=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 582 541 U 64 R it Hrg Size Required A 96.0" 0"-to- 96^ Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case (a) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSl-Bnd • ----------Top Chords --- =------ A'-B 0.11 42 T 0.00 0.11 B -C 0.11 42 T 0.00 0..11 "= --=-Bottom Chords --------- A A -D 0.15 7 C 0.00 0.15 MiTek® Online Plus^ D -C 0.157 C 0.00� 0.15 - load deflection. ----------Gable Webs---------- FABRICATOR NOTES: " ,- D -B D.03 159 T 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD.. TL Defl-0.011: in A -D L/999 FORT PIERCE,FL 34946'- LL Defl -0.0111 in D -C L/999 DL Defl 0.00" at L/999 S. Selim Cerci, P.E. Shear // Grain in A-D 0.19 5407 Welicraft Dr. - _ Greenacres, FL.33463 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area MAURICE A. 3HASHOUA, Plate - RHS 20 Ga, Gross Area P,E.#EB5251 6 19554 Plate - MTSH 18 Ga, Gross Area - 1908 NW.112 AVE. it Type Pit size X Y JSI CORAL SPRINGS, FL 33071 2. !!ICAUTION!I! READ "SCSI-B1 REFER TO ONLINE PLUS GENERAL SUbUaRY SHEET" BEFORE NOTES AND SYMBOLS SHEET FOR HANDLING , INSTALLING 6 ADDITIONAL SPECIFICATIONS. BRACING TRUSSES. ' - 3. SEE ATTACHED DETAIL SHEET .NOTES: FOR: 1-JACK NAILS.. Trusses Manufactured by: 2-TBRACE. 3-BEARING BLOCK. East Coast Truss _ - Analysis Conforms To: FBC2607 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. - Wind Loads - ANSI / ASCE 7-05 Truax is designed as a Main Wind -Force Resistance System. - Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type:- Enclosed Zone location: Exterior .. TC Dead Load 4.0 psf ' BC Dead Load 3.0 psf .. Max comp. force 138 Lbs Mar tens. force 159 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5` which° is used to calculate total Online Plus"' O Capyright MRel V 1996.2010 Version 27.11A06 Engineering - Patbait VW0114:36:09 PM Pagel Job ' 217919 Mark V4 Quan Type Span P1-H1 - I VL.SB 40000 _ 4 Left OH Right OH 0 0 Engineering AZ1799 - GOLDEN - MOUNTAIN ADDITION TCJ 2-0-0 2-0-0 I 4 4.4 T6 2.4 �L � �'l�Y sa ,��• �`�' eu�y�S �t�w' it '3'""' t" d i 1. f z=x,'` dur' .Rv BC 4-0-0 . - - ALL PLATES ARE MP2020 . Scale: 1.021"= 1' Online Plus -- Version 27.0.006 RUN DATE: 08-FEB-11 CSI -Size- ----Lumber---- TC 0.00 2x 4 SP-42 SC 0.00 2x 4 SP-82 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont.- 0- 0- 0 4- 0- 0 psf-Ld Dead Live TC 7.0 20.0 BC 5.0 0.0 TC+BC 12.0 20.0 Total 32.0 Spacing 24.0" Lumber Duration Factor '1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 SO Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 141' 131 U 11 R Jt Erg Size Required A 48.01, 0"-to- 4B" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load.Case(s) 'Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0,00 34 T B -C 0.00 34 T --------Bottom Chords --------- A -C 0.00 0 T TL De£1 0.00" in B -B L/999 LL Defl 0.00" in B -B L/999 " DL Deft '0`.00.' at L/999 Shear // Grain in B -B 0.01 MiTekO Online Plus- S. Salim Cerci, P.E. Plates for each ply each face. 5407 Wellcraft Dr. Plate - MT20 20 Ga. Gross Area Greenacres, FL.33463 Plate - RHS 20 Ga, Gross Area .Plate - 14TBH 18 Ga, Grose Area MAURICE A. SHASHOUA, Jt Type Plt Size X. Y JSI P.EAEB5251 6 19554 B MT20 -4.Ox 4:0 Ctr-0.8 0.33 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 REFER TO ONLINE PLUS GENERAL 2. 111 CAUTION!!1 READ -lBCSI-H1 NOTES AND SYMBOLS SHEET FOR SUMMARY SHEET" BEFORE ADDITIONAL SPECIFICATIONS. HANDLING , INSTALLING S - BRACING TRUSSES. NOTES: 3. SEE ATTACHED DETAIL SHEET ' Trusses Manufactured by: 'FOR: 1-JACK NAILS. East Coast Trues 2-TBRACE. 3-BEARING BLOCK. Analysis,Conforms To: - FBC2007 - TPI 2002 Design checked for 10 psf non- . concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. ' Wind Speed: 140 mph. - Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor. : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 4.0 psf BC Dead Load 3.0 psf Max comp. force 25 Lbs Max tens. force 34 Lbs Connector Plate Fabrication - Tolerance = 206 This truss is designed for a ' creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS ' 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 Ordhe Plus" 0 Capyng0l MTekO 1996-2010 Vemlan 27.0.006 Englneed g -Po=il 2=01 14:36;09 PM Page 1