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950 SAILFISH DR - REVISION 9/14/17 ' CITY OF ATLANTIC BEACH /� ; 800 Seminole Road -' ,,- Atlantic Beach,Florida 32233 REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-19-a Revision to Issued Permit Corrections to Comments Permit#RESV-7- 007(0 Project Address q5 (5a I I / c17 ,p/'1 v e Contractor/ Contact Name —7—/;/1?l -171 U (,C !I��► KU Y7 3DLcf'(f Phone q0 1 — 32-7 't 3 S- Email KJ V'1 1 • C 0 YS-i1(/1 c-17'if YI Description of Proposed Revision/Corrections: Permit 'ee Due $ SO, DO tVlSe ac4 . tw a_ 4 4 ' Gil./ - I , � c5CIVate ef0 / 11 e �-�o ) (VI ), t q 0�-+'"L° a ,.. .els o l' &s-' S t�z- �Y � � S Additional Increase in Building Value $ ,2,.? 0 0 a Additional S.F. / 6 S c(0 c rok , By signing below,I10 la )6/✓'t- ,--p(A vi affirm the Revision is inclusive of the proposed changes. I (printed name) C (1(/4 C {Ce" -- I '/41 —/ Signa of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) SEP 1 ,' —7 Approved X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: uilding an Zoning Reviewed By Tree Administrator Public Works Public Utilities / 0 - 7 - 17 Public Safety Date Fire Services S 23° 37' 33" W 75.00' — N u) 0 12.00 .o 52.33 10.67 . 1 OFFICE COPY . ' _,_____1o PORCH -1 O o o 1 — STORY REVISION 1 SINGLE FAMILY eP# iv s -oo7- m I RESIDENCE DATE /v / / 17 u> SIGNED f77 w ^ ® N Ar N N N I PORCH N I N . . Co LO L� Co z cc) 25' BRL U) SIDEWALK DRIVEWAY rii LIi N EXIST. WATER /-METER / EXIST. N 23° 37' 33" E b75.00' CURB EXIST. INLET I I CURB 950 SAILFISH DRIVE LOT COVERAGE SEP 1 o 2017 BUILDING AREA (IMPERVIOUS) HOUSE: 2698 SQ. FT. *HOUSE = 3,190 SQ FT INCLUDES ENCLOSED SPACES = 43% AND OPEN PORCHES LOT = 7,500 SQ FT DRIVEWAY/SIDEWALK: 492 SQ. FT. TOTAL IMPERVIOUS: 3,190 SQ. FT. * INCLUDES HOUSE, PORCHES, EXTERIOR STEPS, LOT AREA 7,500 SQ. FT. CONCRETE SLABS, DRIVEWAY AND SIDEWALK. HIGHEST PEAK OF ROOF 23'3" LOT 13, BLOCK 4, PLAT BOOK 30, PAGES 60-60A OF THE CURRENT RECORDS OF DUVAL COUNTY, FL DATE: 06/05/17 SCALE: 1" = 20'-0" 950 SAILFISH DRIVE REVISED:08/02/17 DRAWN BY: E-17-008.2 ROYAL PALMS UNIT ONE REVISED: LOT GRADING TYPE: X CM"' SPEC p""` N/A FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1696 Builder Name: TCI, Inc. Street: 950 Sailfish Drive Permit Office: City,State,Zip: Jacksonville, FL, Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2510.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 2510.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (1816.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1816.00 ft2 6. Conditioned floor area above grade(ft2) 1816 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts RR47 ft2 7. Windows(290.0 sqft.) Description Area a.Sup:Attic,Ret:Attic, I: C E coP 1 115 a. U-Factor: Dbl,U=0.38 226.00 ft2 U SHGC: SHGC=0.31 b. U-Factor: Dbl,U=0.58 64.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.38 a.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump SHGC: R EV I S IO r4 :6.50 Area Weighted Average Overhang Depth: 5.555 ft. /,QcL Area Weighted Average SHGC: 0.325 14.Hot water systems BP# l S/7 -009 a. Electric Cap:5 ns 8. Floor Types (1816.0 sqft.) Insulation Area DATE /U I I o a.Slab-On-Grade Edge Insulation R=0.0 1816.00 ft2 b. Conservation feati.8NED b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 58.20 PASS S`7 C Glass/Floor Area: 0.160 Total Baseline Loads: 60.09 /'-'� I hereby certify that the plans and specifications covered by Review of the plans and :.��THE sTgr ;•• this calculation are in compliance with the Florida Energy specifications covered by this • V; • s f .„.04, N Code. calculation indicates compliance PREPARED BY: /3:2 ` / •,,, C � r�� '� with the Florida Energy Code. Before construction is completed Y :, DATE: 8-30-207 this buildingwill be inspected for ' cd P 0.7'; ' e illi compliance with Section 553.908 '; , I hereby certify that this building, as designed, is in compliance Florida Statutes. �, . •�,� .�•. with the Florida Energy e. _ iVagr-C., ,,MI1 COp.WE�JOWNER/AGENT• 7i�1�- i BUILDING OFFICIAL: f" ` DATE: *f 30/ 2.0 f- DATE: v ld -q --/-7 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). SEP 142017 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 1696 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1816 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: TCI, Inc. Rotate Angle: 0 Street: 950 Sailfish Drive Permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,State,Zip: Jacksonville, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE V Design Location TMY SiteIECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1816 18160 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiiID Finished Cooled Heated 1 Main 1816 18160 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 220 ft 0 1816 ft2 -- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1914 ft2 0 ft2 Medium 0.65 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1816 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 1816 ft' 0.1 Wood 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade/a 1 NE Exterior Frame-Wood Main 13 59 0 10 0 590.0 ft2 0 0.25 0.4 0 2 SE Exterior Frame-Wood Main 13 51 0 10 0 510.0 ft2 0 0.25 0.4 0 3 SW Exterior Frame-Wood Main 13 59 0 10 0 590.0 ft2 0 0.25 0.4 0 4 NW Exterior Frame-Wood Main 13 51 0 10 0 510.0 ft2 0 0.25 0.4 0 5 - Exterior Frame-Wood Main 13 31 0 10 0 310.0 ft2 0 0.25 0.01 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None .39 3 8 24 ft2 2 - Insulated Main None .39 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 ne 1 Vinyl Low-E Double Yes 0.38 0.31 24.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 2 ne 1 Vinyl Low-E Double Yes 0.38 0.31 24.0 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 3 se 2 Vinyl Low-E Double Yes 0.38 0.31 16.0 ft2 9 ft 0 in 2 ft 0 in Drapes/blinds None 4 se 2 Vinyl Low-E Double Yes 0.38 0.31 24.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 5 se 2 Vinyl Low-E Double Yes 0.38 0.31 36.0 ft2 9 ft 0 in 2 ft 0 in Drapes/blinds None 6 SE 2 Metal Low-E Double Yes 0.58 0.38 64.0 ft2 9 ft 0 in 2 ft 0 in Drapes/blinds None 7 sw 3 Vinyl Low-E Double Yes 0.38 0.31 6.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 8 sw 3 Vinyl Low-E Double Yes 0.38 0.31 24.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 9 nw 4 Vinyl Low-E Double Yes 0.38 0.31 36.0 ft2 1 ft 6 in 2 ft 0 in Drapes/blinds None 10 NW 4 Vinyl Low-E Double Yes 0.38 0.31 36.0 ft2 7 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 484 ft2 484 ft2 64 ft 10 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 2118.7 116.31 218.74 .3425 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.96 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftp DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 115 ft2 Attic 35 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r r[ Ma Xj Jun X Jul X]J Au X Se Oct Nov Dec HeatinX Jan Feb X Mar Apr t Ma4 J Jun Jul 4 1 Augt SeOct X Nov X Dec VentingJan Feb X Mar X Apr [ May [ 1 Jun Jul [ 1 Aug [ SepX Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 4 of 4 Project SummaryJob: 4wrightsoftDate: 6-7-2017 By: Plan: 1696 Pro'ect Information For: TCI, Inc. Notes: 950 Sailfish Drive Desi• n Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25883 Btuh Structure 21632 Btuh Ducts 5177 Btuh Ducts 4326 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31059 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25958 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2972 Btuh Ducts 2273 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) E ui ment latent load 5_�5 Btuh Volume (ft3) 16970 16970 Air changes/hour 0.38 0.20 Equipment total load120 tuh Equiv.AVF(cfm) 107 57 Req.totaTcapacity at 0.70 SHR .1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC536A0030 Cond 25HBC536A0030 AHRI ref 3645945 Coil FX4DNB037 AHRI ref 3645945 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 24360 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 10440 Btuh Temperature rise 30 °F Total cooling 34800 Btuh Actual air flow 1050 cfm Actual air flow 1050 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=30°F Backup: Input= 10 kW, Output=32924 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� Wfl Ilt50t 2017-Aug-30 22:03:18 g Right-Suites Universal 2017 17.0.10 RSU09479 Page 1 ...\Hardie Heating\TCI\950 Sailfish Drive\1696.rup Calc=MJ8 Front Door faces:NW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk , rb2 Ox 0 1050 1050 75.8 0.080 752 16.0 Ox 0 VIFx rst4 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rst4 Peak AVF 1050 1050 0.080 752 16.0 0 x 0 VinIFIx 2017-Aug-30 22:03:19 wrightsoft Right-Suite®Universal 2017 17.0.10 RSU09479 Page 2 Ac" ...\Hardie Heating\TCI\950 Sailfish Drive\1696.rup Calc=MJ8 Front Door faces:NW 4 Duct System Summary Job: wrightsoft Date: 6-7-2017 By: Plan: 1696 Project Information For: TCI, Inc. Heating Cooling External static pressure in H2O in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.175/0.075 in H2O 0.175/0.075 in H2O Lowest friction rate in/100ft in/100ft Actual air flow 1050 cfm 1050 cfm Total effective length (TEL) 253 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 c 185 6 7 0.100 4.0 Ox 0 VIFx 18.8 115.0 st2 Bath 3 h 947 32 31 0.100 4.0 Ox 0 VIFx 35.1 135.0 st3 Bed 2 c 2581 93 104 0.100 6.0 Ox 0 VIFx 18.3 115.0 st1 Bed 3 c 4123 96 167 0.100 6.0 Ox 0 VIFx 16.0 115.0 st2 Bed 4 c 4403 164 178 0.100 7.0 Ox 0 VIFx 40.4 135.0 st3 Dining h 4564 154 143 0.100 6.0 Ox 0 VIFx 42.6 135.0 st3 Foyer h 1018 34 22 0.100 4.0 Ox 0 VIFx 20.6 115.0 st2 Great Room h 2524 85 62 0.100 4.0 Ox 0 VIFx 16.6 115.0 st2 Great Room-A h 2524 85 62 0.100 4.0 Ox 0 VIFx 22.2 115.0 st2 Kitchen c 3124 74 126 0.100 6.0 Ox 0 VIFx 33.4 135.0 st3 o Jack h 851 29 16 0.100 4.0 Ox 0 VIFx 18.9 115.0 st1 o J" h 963 33 17 0.100 4.0 Ox 0 VIFx 23.9 115.0 st1 o wlc c 162 6 7 0.100 4.0 Ox 0 VIFx 16.1 115.0 st1 Owners h 2324 79 53 0.100 4.0 Ox 0 VIFx 21.2 115.0 st1 Owners-A h 2324 79 53 0.100 4.0 Ox 0 VIFx 13.9 115.0 st1 Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 318 251 0.100 583 10.0 0 x 0 - VinlFlx st2 Peak AVF 732 799 0.100 748 x VinIFIx st3 Peak AVF 424 479 0.100 610 12.0 0 x 0 VinIFIx st2 2017-Aug-30 22:03:19 wrightsoft Right-Suite®Universal 2017 17.0.10 RSU09479 Page 1 AC ...\Hardie Heating\TCI\950 Sailfish Drive11696.rup Calc=MJ8 Front Door faces:NW Manual S Compliance Report Job: wrightsoft Date: 6-7-2017 By: Plan: 1696 Project Information For: TCI, Inc. Cooling Equipment Design Conditions Outdoor design DB: 92.6°F Sensible gain: 25958 Btuh Entering coil DB: 76.5°F Outdoor design WB: 77.1°F Latent gain: 5245 Btuh v Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 31203 Btuh Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A0030+FX4DNB037 Actual airflow: 1050 cfm Sensible capacity: 26861 Btuh 103%of load Latent capacity: 5777 Btuh 110%of load Total capacity: 32639 Btuh 105%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 31059 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A0030+FX4DNB037 Actual airflow: 1050 cfm Output capacity: 26755 Btuh 86% of load Capacity balance: 30 °F Supplemental heat required: 4304 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 9.6 kW 106%of load Temp. rise: 26 °F Meets are all requirements of ACCA Manual S. Alf wrightsoft 2017-Aug-30 22:03:18 9 RightSuite®Universal 2017 17.0.10 RSU09479 Page 1 AZtk ..\Hardie Heating\TCI\950 Sailfish Drive\1696.rup Calc=MJ8 Front Door faces:NW FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 950 Sailfish Drive Permit Number: Jacksonville, FL, MANDATORY REQUIREMENTS See individual code sections for full details. O 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The budding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shalt be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air Ieakagewindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. • R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. • R403.2.2 Sealing(Mandatory)411 ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i), Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y:inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). o R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). . R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. o R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined fiunr the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems, supplied through energy service to the building,shalt include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum • thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or ▪ solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.41.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1696 Builder Name: TCI, Inc. Street: 950 Saitfish Drive Permit Office: City,State,Zip: Jacksonville, FL, Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 8/30/2017 10:08 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 950 Sailfish Drive, Jacksonville, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 2510.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family I c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1816.00 ft2 6. Conditioned floor area(ft2) 1816 b. N/A R= ft2 R= ft2 7. Windows'" Description Area 11. .N/A Ducts R ft2 a. U-Factor: Dbl,U=0.38 226.00 ft2 a.Sup:Attic,Ret:Attic,AH:Garage 6 115 SHGC: SHGC=0.31 b. U-Factor: Dbl,U=0.58 64.00 ft2 SHGC: SHGC=0.38 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average Overhang Depth: 5.555 ft. Area Weighted Average SHGC: 0.325 8. Floor Types Insulation Area 14. Hot water systems a. Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1816.00 ft2EF:0.96 b.N/A R= ft2 c N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,..••:SHE sr•••. Construction through the above energy saving features which will be installed (or exceeded) ..c0: gpFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed ;�<ve',, �,•:. based on installed Code compliant features. C� :E. ,., it ';,t �0 Builder Signature: 7,,,j a., Date: v I I (� V r C.y v Address of New Home: s ,s a,r� l rV Z. v City/FL Zip: i44-14.44-c_ ..4,N. �g'';: v F � 3 .-2/33 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code,Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/30/2017 10:07 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 1st Floor i. Dining 111111'' 0 Jill 0 Jack .4 33 cfm Great Room 14 154 cfm Owners ►'4 29- 4" 4 Bath 2 r2x12 79cfm/ 0WIC ■ '.4 7 cflo "41 7 elm r, Iri 12 Kitchen s° ..' 85 cfm .4 85 cfm Bed 210„ iiiih'.41..!......„.4460 cim 6” 104 cf ■ ■ "pi I _ 8" V' 6" . 12x 128 cfm "1 167 c ".' 34 cfm hi— 4" 7" Bed 3 Foyer __ ry 12 1 • •2 cfpath 3 i 178 dm IMMMIM. r MIMI Bed 4 Garage Job #: Scale: 1 : 85 Performed for: Page 1 TCI Inc. Ri ght-Suite®Universal 2017 17.0.10 RSU09479 2017-Aug-30 22:04.27 ...\TCI\950 Sailfish Drive11696.rup 4 wl-ightsoft Right-J® Worksheet Job: Date: 6-7-2017 By: Plan: 1696 1 Room name Entire House Garage 2 Exposed wall 220.0 ft 55.0 ft 3 Room height 10.0 ft 10.0 ft uncondiL 4 Room dimensions 22.0 x 21.0 ft 5 Room area 2159.0 f t' 462.0 f t' r r I Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool I Gross N/P/S I Heat I Cool I Gross I N/P/S Heat I Cool I 612C-Osw 0.091 ne 2.08 1.38 590 525 1090 723 210 210 0 0 108-b 0.750 ne 28.50 26.68 41 0 1163 1088 0 0 0 0 . 1Dc2ob 0.650 ne 24.70 45.53 24 0 593 1093 0 0 0 0 . W 12C-Osw 0.091 se 3.46 2.29 510 410 1418 940 0 0 0 0 11 -G 1D-c2ob 0.650 se 24.70 20.87 16 32 395 334 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 46.41 24 4 593 1114 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 20.87 24 48 593 501 0 0 0 0 -G 113c2ob 0.650 se 24.70 20.87 36 72 889 751 0 0 0 0 V/ 12C-Osw 0.091 sw 2.72 1.80 590 580 1522 1009 120 120 0 0 -G 1Dc2ob 0.650 sw 24.70 44.36 6 2 148 266 0 0 0 0 -G 10c2ob 0.650 sw 24.70 46.41 24 4 593 1114 0 0 0 0 kb12C-Osw 0.091 nw 1.62 1.07 510 414 671 445 220 220 0 0 1D-c2ob 0.650 nw 24.70 45.53 36 0 889 1639 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 36 0 889 1639 0 0 0 0 1100 0.390 nw 14.82 11.78 24 24 356 283 0 0 0 0 q 12C-Osw 0.091 - 3.46 1.39 310 287 994 400 0 0 0 0 �p 11D0 0.390 n 14.82 11.78 23 23 336 267 0 0 0 0 C 16B-30ad 0.032 - 0.96 1.35 2159 2159 2064 2916 462 462 0 0 F 22A-tpl 0.989 - 28.19 0.00 2159 220 6201 0 462 55 0 0 6 I c)AED excursion I I I 8651 I I 0 Envelope loss/gain +I 21395 17388 0 0 12 a) Infiltration 4488 1094 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 2000 0 Subtotal(lines 6 to 13) 25883 21632 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25883 21632 0 0 15 Duct loads 20% 20% 5177 4326 0% 0% 0 0 I I Total qroouired m load I l I I 3105910501 2595810501 I 0 OI O Air cim0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. w�ightsoft 2017-Aug-30 22:03:18 AF-61... Rght-Su i[e®Universal 2017 17.0.10 RSU09479 Page 1 ...Wardle Heating\TCI1950 Sailfish Drive11696.rup Calc=MJ8 Front Door faces:NW -}+- wrightsoft Right-J® Worksheet Job: Date: 6-7-2017 By: Plan: 1696 1 Room name Bed 2 Owners 2 Exposed wall 10.0 ft 28.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heaVcool 4 Room dimensions 1.0 x 121.0 ft 16.0 x 12.0 ft 5 Room area 121.0 f t' 192.0 f N --._.. Ty ..Construction U-value Or I HTM Area (f t') Load I Area (f t') Load number (Btuh/ft'-"F (Btuh/ft) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool 1 Gross I N/P/S Heat I Cool I Gross N/P/S I Heat I Cool I 6 W 12C-Osw 0.091 ne 2.08 1.381 1001 76 263 174 120 120 415 275 . -G 10B-b 0.750 ne 28.50 26.68 0 0 0 0 0 0 0 0 . -G 1D-c2ob 0.650 ne 24.70 45.53 24 0 593 1093 0 0 0 0 . V/ 12C-Osw 0.091 se 3.46 2.29 0 0 0 0 160 124 429 284 11 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -G 1Dc2ob 0.650 se 24.70 46.41 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -0 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 36 36 889 751 V/ 12C-Osw 0.091 sw 2.72 1.80 0 0 0 0 0 0 0 0 -G 1Dc2ob 0.650 sw 24.70 44.36 0 0 0 0 0 0 0 0 1D-c2ob 0.650 sw 24.70 46.41 0 0 0 0 0 0 0 0 1lb12C-Osw 0.091 nw 1.62 1.07 0 0 0 0 0 0 0 0 1D-c2ob 0.650 my 24.70 45.53 0 0 0 0 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 11D0 0.390 nw 14.82 11.78 0 0 0 0 0 0 0 0 912C-Osw 0.091 - 3.46 1.39 130 130 450 181 0 0 0 0 J D 11D0 0.390- n 14.82 11.78 0 a 0 0 a a 0 0 C 166-30ad 0.032 - 0.96 1.35 121 121 147 208 192 192 233 330 F 22A-tpl 0.989 - 28.19 0.00 121 10 376 0 192 28 1052 0 I 6 I cEnvelope)AED excursion I 1 521 I 1571 1828 1708}I 3019 1484 12 a) Infiltration 272 66 762 186 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 2100 2004 3780 2129 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 202 147 93 68 14 Subtotal 2302 2151 3873 2197 15 Duct loads 20% 20% 460 430 20% 20% 775 439 II Total room load I I I 2762 25811 I I 46481 26361 Air required(cfm) I I 93 104 157 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2017-Aug-30 22:03:18 Right-Suite®Univ ersal 2017 17.0.10 RSU09479 Page 2 ...\Hardie Heating\TCI\950 Sailfish Drive\1696.rup Calc=MJ8 Front Door faces:NW 4 wrightsoft Right-J® Worksheet Job: Date: 6-7-2017 By: Plan: 1696 1 Room name 0 Jack 0 Jill 2 Exposed wall 5.0 ft 6.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 5.0 x 7.0 ft 6.0 x 5.0 ft 5 Room area 35.0 ft' 30.0 ft' r r Ty Construction . U-value Or I1-11-MI Area (ft') Load I Area (ft') Load number (Btuh/ft-°F (Bt uh✓ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) iHeat I Cool {I Gross I N/P/S Heat I Cool ( Gross N/P/S ( Heat I Cool 6 V/ 12C-0sw 0.091 ne 2.08 1.38 0 0 0 0 0 0 0 0 . -C 10B-b 0.750 ne 28.50 26.68 0 0 0 0 0 0 0 0 . -f' 1D-c2ob 0.650 ne 24.70 45.53 0 0 0 0 0 0 0 0 . V/ 12C-Osw 0.091 se 3.46 2.29 50 42 145 96 60 52 180 119 11 -G 1D-c2ob 0.650 se 24.70 20.87 8 8 198 167 8 8 198 167 -G 1D-c2ob 0.650 se 24.70 46.41 0 0 0 0 0 0 0 0 ,-C 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 V✓ 12C-Osw 0.091 sw 2.72 1.80 0 0 0 0 0 0 0 0 -C 1D-c2ob 0.650 sw 24.70 44.36 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 sw 24.70 46.41 0 0 0 0 0 0 0 0 b12C-Osw 0.091 nw 1.62 1.07 0 0 0 0 0 0 0 0 1D-c2ob 0:650 nw 24.70 45.53 0 0 0 0 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 11D0 0.390 nw 14.82 11.78 0 0 0 0 0 0 0 0 FL_D 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 L--D 11D0 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.96 1.35 35 35 43 60 30 30 36 52 F 22A-tpl 0.989 - 28.19 0.00 35 5 188 0 30 6 225 0 6 c)AED excursion -25 -26 Envelope loss/gain 573 299 I 639 3121 12 a) Infiltration 136 33 163 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(tines 6 to 13) 709 332 803 352 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 709 332 803 352 15 Duct loads 20% 20% 142 66 20% 20% 161 70 I I Total room load I I I 8511 29 39816) I I 9631 33 422171 cfm Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ioC t_A wrightsoft Right-Suite®Universal 2017 17.0.10 RSU09479 2017-Aug-30 22:03:18 age 3 ...\Hardie Heating\TC11950 Sailfish Drive 1696.rup Calc=MJ8 Front Door faces:NW t11 A W N cn -+• O 0)A W N D-I 0Cn XI r- to a.m m T(� S zrn• D rLiLi11JiCU< 33 gMg a Er`T^m o 'm �5 m i c.g °m doa A. ?1 g _ - mas es �3 m C � _ d 3d cxi LIrn,.N-+C3C3NOADNC3h00C3N/O� oN 2n mmN•E3 ? i S ? m 4'mi N O m C W g�o.,O N0,+..,,N�J9 N�Jb�7�J 3 7 CO 0 N "'m_fC a 1 is F, rn � 1 ?. 8n ' Fr�-f�8-``R &&8.8- 8. 00 N 0 An a O 3 .-, z qqQ, g — 1 �o me T 00, -o 2 0 ti9 0000000000000000000 "'c 0 O (n �mf0OWOWcnOOOCOOI O 0,O1 OfOf O Gf ..IO C � @j 8 N8 0 0 8(8 8T 0 00 0`f.N0T rt • a@ T c 0 _J , • • C cam I C N 1 N N N N N N N N N N N m i, a • N co CO W AA A-)A A JN AAA A CO A(9 oN d cp 0 CO tO 03 t;N O O N O O N 0000 A 005 co 0 T C:7' 0 �� N �� A pp 8 Q. O + �.CA71 0A A+OOA ON CATONI� 5. A C7 cn D 0 Q D N oC) m 0 N W U W Z v O O CWT(0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 O O *c0 1 a 7 z 21- N C1 icn 0 o N 1 O CD Q 0UU.90000000000000000 C_ 0)0 1 I m m o r .- m O)N O-•CCD 0 O W O O W 0 W 00 00 000 00 000 00 000 W O m 7 a �I Q 0 2. 2 CD T vN v CWT(000 'en' OO O O `n 0 800 00 000 00 000 00 000 C 0 9 D L °m 0) ? o 0 $2$290 00 000 00 000 00 000 y 3,_ b o d p m z , A q z -� "'0 0 T = o, e,+ 0 0 C$2 00 00 000 00 000 00 000 CO CO J —_ x o a Of N 0 3 N o I 0 v m 0 r m tO N C`TD W O O rn o o rn 0 0)0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ED _y w =a o 0 N N 8 m 0 9 U3 vGC A 0D0 0 0 00 0 0 01 <SfO CO 00 00 000 00 000 00 000 A CO 4 wrightsoft Right-J® Worksheet Job: gD��ate: 6-7-2017 Pfan: 1696 1 Room name Bed 3 Mud 2 Exposed wall 10.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 10.0 x 13.0 ft 1.0 x 107.0 ft 5 Room area 130.0 f N 107.0 f t' I I I Ty Construction U-value Or IHTM ( Area (fl ) Load I Area (ft') ( Load number (Btuh/ft-°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) IHeat I Cool I Gross N/P/S Heat I Cool I Gross I N/P/S I Heat I Cool I 6 V/ 12C-Osw 0.091 ne 2.08 1.38 0 0 0 0 0 0 0 0 . -G 10B-b 0.750 ne 28.50 26.68 0 0 0 0 0 0 0 0 . -G 1D-c2ob 0.650 ne 24.70 45.53 0 0 0 0 0 0 0 0 VI 12C-Osw 0.091 se 3.46 2.29 0 0 0 0 0 0 0 0 11 -0 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 1D-c2ob 0.650 se 24.70 46.41 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -f 1 Dc2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 sw 2.72 1.80 0 0 0' 0 0 0 0 0 • -G 1 Dc2ob 0.650 sw 24.70 44.36 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 sw 24.70 46.41 0 0 0 0 0 0 0 0 I D-c2ow 0.091 nw 1.62 1.07 100 64 221 147 0 0 0 0 1Dc2ob 0.650 nw 24.70 45.53 0 0 0' 0- 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 36 0 889 1639 0 0 0 0 11D0 0.390 nw 14.82 11.78 0 0 0 0 0 0 0 0 912C-Osw 0.091 - 3.46 1.39 90 90 311 125 90 67 233 94 0 1100 0.390 n 14.82 11.78 0 0 0, 0- 23 23 336 267 C 16B-30ad 0.032 - 0.96 1.35 130 130 158 223 107 107 130 184 F 22A-tpl 0.989 - 28.19 0.00 130 10 376 0 107 0 0 0 c D 903 -37 6 E rvEelope loss/gain I 195& 30381 I 6991 5071 12 a) Infiltration 272 66 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants© 230 1 230 0 0 Appliances/other 0 0 i Subtotal(lines 6 to 13) 2228 3334 699 507 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 140 101 -699 -507 14 Subtotal 2367 3436 0 0 15 Duct loads 20% 20% 473 687 20% 20% 0 0 Total room load 2841 4123 0 0 I I Air required(cfm) I I I 96I 167) ' I 01 0I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -41- wrightsoft 2017-Aug-3022:03:18 ---Zk Rig ht-Su ite®Universal 2017 17.0.10 RSU09479 Page 5 ...1Hardie HeatinglTCl\950 Sailfish Drive11696.rup Calc=MJ8 Front Door faces:NW 4 wrightsoft Right-J® Worksheet Job: Date: 6-7-2017 By: Plan: 1696 1 Room name Foyer Bath 3 2 Exposed wall 5.0 ft 6.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 5.0 x 13.0 ft 9.0 x 6.0 ft 5 Room area 65.0 f t' 54.0 f t' ' I I Ty Construction U-value Or I HTM I Area (ft') ( Load I Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) I Heat I Cool I Gross I N/P/S Heat I Cool I Gross N/P/S I Heat I Cool I 6 12C-Osw 0.091 ne 2.08 1.38 0 0 0 0 0 0 0 0 10B-b 0.750 ne 28.50 26.68 0 0 0 0 0 0 0 0 1D-c2ob 0.650 ne 24.70 45.53 0 0 0 0 0. 0 0 0 V/ 12C-Osw 0.091 se 3.46 2.29 0 0 0 0 0 0 0 0 11 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 --C 1D-c2ob 0.650 se 24.70 46.41 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -C 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.72 1.80 0 0 0 0 60 54 187 124 -C 1Dc2ob 0.650 sw 24.70 44.36 0 0 0 0 6 1 148 266 -G 1D-c2ob 0.650 sw 24.70 46.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 1.62 1.07 50 26 90 60 0 0 0 0 1Dc2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 1Dc2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 11D0 0.390 nw 14.82 11.78 24 24 356 283 0 0 0 0 R 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 �--p 1100 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.96 1.35 65 65 79 112 54 54 66 93 F 22A-tpl 0.989 - 28.19 0.00 65 5 188 0 54 6 225 0 6 c)AED excursion 34 120 Envelope loss/gain I I 713 420 I 6261 603 12 a) Infiltration 136 33 163 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 849 454 789 643 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 849 454 789 643 15 Duct loads 20% 20% 170 91 20% 20% 158 129 I I Totalob1018 7721 Air reqrouiredm (ad cfm) I I I 34I 544 22I I I 947 32I 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F wrightscftFt 2017-Aug-30 22:03:18 �.P. Rig htSu ite®Universal 2017 17.0.10 RSU09479 Page 6 ...Wardie HeatiingVICI\950 Sailfish Drive11696.rup Cato=1401.J8 Front Door faces:NW ?0 0 A co N 0 -s" 4- I I " 0 fon DA oW N— cc T 11 41 d N v co;0 XI N W O O W m T Y/4/`4J t,/4J�!`41 . 3 3 3 Q 3 ° vaW W tg 0 m x a. c3 °w Wad d W m= O O O)n7ck O a "O a C O = m 8 g X ")0•r N r W n N S 5 ap3 y oma, m 3 m y c �0,g006A60A A0AAhA hAh0Amn c� W ��m � rY 2 \ O n > � Ol y W j 0 4 0 N OO NaN t't R7 O ON Cb 3 y C ^.= VI p �. Q OO ww m to ww O' O Ot �� 3 a 6 `'!+. g Wa E Cr 0"f o-co-f c Q v c g Q g W 2 N M -j 00 Lo N § O a o c- a V° d� 0000000000000000000 �c COC S 1n A ; CD 0 W0 W T Q)0 O)O)00O)O)in O O)V0 ?CD _ G . W o co op CD fOCp O1 CD CP CD CT CT(p CD 0(�1CO ' 0m '�. �0 CO NO-so 00,CD O-+0000-A 00 n _ ...ILO - '2c ,� ,i0 ' 00 0 Ff88m88838 A 2- /) N 1 N N N N N N h)N N N N d II a O N m O A W A A A.+A A N A A A A W A O N W 0 N G co CD CDA Co"f V0"1 V V V JV V A VC,O �0 O CO O N 0)N 0 CO N 00 N 00000)00 CO c = CO V Q -iX. p7't4 Cr O D -. -. A A A A N N A N A)) O 0� .+Gn CJ1-D O)A"...000ONO10-A O 071 Ro o 00)CD mW W Vit 0))0:% .°J '' CD W Wm 73 n -C > G) o> COO : WO m V 3 V V Ca A O V O O 1D CD _ 0 0 0 0 0 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 r. 0 0 W T r. z m▪.1 — v _ N0 N AL -L AL p [n C. O co-+000 OO OAO OO 000 OO 000 -'0) - x O W 0. -C _ =A mV gr, - CO O O V co N QpoD W CA7 N "4 CB r O O A N O N O O O N O co 0 U OJ 0 0 0 0 co 0 0 0 0)0 0 0 0 0 0 0 fV O W '� =a' A,C ."". t, p O = W W- A coJ01 N pN C,N7 0 N O C NCS�7 NN A O A 000 0 0 0 0 O 0 A A O A0)00 00 CWD co 0 0CD 000 00 00 C G) o D m MD CDi W ... o •w oo c) m w o 'OW 0 D S O co 0D 00000000000000000 3 0 0 p) ATI m � ' Z coo — co e 0 8 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x CO -- x onOi N 0 O N) j o V CD g 1 -, W CO Co A W N 0) ^) O 7 J 0 p 0 W Co O N 0 W r 0- 4 A N Co 00 0 Co 0 at CI, CO 00 00 0 0 0 0 W 000 0 0 000 E O W W o-d n 0 N 0 O O CO oO -+ N DpC NOO CAp -‘ W co CD 0A -N+Ap p 000 0 SO 0® CO CDO W 00 00 000 0-J 000 00 000 V CO -Pk wrightsoft Right-J® Worksheet Job: Date: 6-7-2017 By: Plan: 1696 1 Room name Dining Great Room 2 Exposed wall 26.0 ft 22.0 ft 3 Room height 10.0 ft heaUcool 10.0 ft heaVcool 4 Room dimensions 11.0 x 15.0 ft 13.0 x 27.0 ft 5 Room area 165.0 ft' 351.0 ft' TyConstruction U-value Or HTM Area (ft') Load Area (ft' Load ) ' number I(Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool I Gross N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 W 12C-Osw 0.091 ne 2.08 1.38 0 0 0 0 90 49 170 113 -C 108-b 0.750 ne 28.50 26.68 0 0 0 0 41 0 1163 1088 -moi 1D-c2ob 0.650 ne 24.70 45.53 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 3.46 2.29 110 86 297 197 130 106 367 243 11 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 se 24.70 46.41 24 2 593 1114 0 0 0 0 -0 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 24 24 593 501 -G 1D-c2ob 0.650 se 24.70 20.87 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 sw 2.72 1.80 150 126 436 289 0 0 0 0 -G 1D-c2ob 0.650 sw 24.70 44.36 0 0 0 0 0 0 0 0 -G 1D-c2ob 0.650 sw 24.70 46.41 24 2 593 1114 0 0 0 0 Vb12C-Osw 0.091 nw 1.62 1.07 0 0 0 0 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 1D-c2ob 0.650 nw 24.70 45.53 0 0 0 0 0 0 0 0 1100 0.390 nw 14.82 11.78 0 0 0 0 0 0 0 0 FL -p 12C-Osw 0.091 - 3.46 1.39 0 0 0 0 0 0 0 0 11D0 0.390 n 14.82 11.78 0 0 0 0 0 0 0 0 C 168-30ad 0.032 - 0.96 1.35 165 165 201 284 351 351 427 603 F 22A-tpl 0.989 - 28.19 0.00 165 26 977 0 351 22 827 0 6 1 c) excursion -218 -185 EnvelopeAED loss/gain I 3096 27791 I 35461 23631 12 a) Infiltration 707 172 598 146 b) Room ventilation 0 0 0 0 - 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 i Subtotal(lines 6 to 13) 3804 2952 4144 2509 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 62 45 14 Subtotal 3804 2952 4206 2554 15 Duct loads 20% 20% 761 590 20% 20% 841 511 i I I Total requireroom load ) I I I 45641 35421 I I 50481 30651 Air d 154 143 l 171 124 J �{y Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. :03:18 AE-611/4 r wrightsoft RightSuite*Univ stool 2017 17.0.10 RSU09479 2017-Aug-30 Page 8 ---Wardle Heating\TCV950 Swish Drivel1696.rue Calc=MJ8 Front Door faces:NW DocuSign Envelope ID:3CB57045-7F1 B-40A6-AD40-104CF60C2679 Ply:1 SEQN:21835/T65/COMN Sailfish-1696 Qty: 6 FROM: DRW: T11_REPAIR Wgt:312.2 lbs ... / ... 09/06/17 TRINITY CONSTRUCTION AND INVESTMENT 950 SAILFISH RH REVISE REPAIR:BEARING REMOVED FROM TRUSS ;5X7(") =5X7(") 7116"OSB APPLIED TO EACH FACE WITH F C' 1119. /0-9r/2- 0.131"x3 AT 3"O.C. -- 1113X4: H 1113X4 12 6 /\ i*. io �3X4C ►� �j ' D �I S R Q P I-4'--I 1113X4m 5X7(") =4X8 w 5X7(") 3•-I 1 41'5"4 1 7'1"12--i il:4"$ 73"7I 2'2"9, 5'1012 I 8'10"12 I 8'10"12 I 5'10"12 I -1 229t 737 It 4 8 7'3"7 9'6" 15'4"12 24'3"8 3374 39'1" 41'3"§ 487" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.179 E 999 493 B 1568 /17 /682 /- /223 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.323 E 999 493 M 2190 /5 /793 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 N - - K 199 /206 /111 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.094 N - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.37 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.730 M Min Brg Width Req= 2.2 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.525 K Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.790 Bearings B,M,&K Fcperp=565psi. C&C Dist a:4.86 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Lumber Loading A-B 35 0 G-H 521 -1430 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom C-D 6628 -27914 I -I 1 414 -1424 chord live load in areas with 42"-high x 24"-wide C-D 680 -2584 I-J 180 -403 Top chord 2x4 SP#2 g D-E 605 -2253 J-K 688 -137 Bot chord 2x4 SP SS clearance. Webs 2x4 SP#3 E-F 718 -2255 K-L 35 0 Wind F-G 517 -1499 Lumber value set"13B"uses design values Wind loads based on MWFRS with additional C&C approved 1/30/2013 by ALSO member design. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. Additional Notes (a)Continuous lateral restraint equally spaced on Negative reaction(s)of-206#MAX.from anon-wind B-S 2413 -479 P-O 1341 -139 member. load case requires uplift connection.See Maximum S-R 2412 -480 O-N 356 0 Reactions. R-Q 2265 -424 N-M 194 -543 Plating Notes Q-P 1543 -172 M-K 205 -585 (••)9 plate(s)require special positioning.Refer to WARNING:Furnish a copy of this DWG to the scaled plate plot details for special positioning installation contractor.Special care must be taken requirements. during handling,shipping and installation of trusses. Maximum Web Forces Per Ply(lbs) See"WARNING"note below. Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) The overall height of this truss, dit(g `S' -�s S-C 152 0 P-G 648 -78 (1)2x4x0-3-11 x SP#3 scab at each end.Attach 10.10.7.,.---- by:‘,.., pP• ..... .; • F< '�. C-R 115 -289 G-O 88 -366 scab to face of chord with:Nails @ 8"oc,plus Q �� 3F R-D 253 -86 O-H 204 -335 additional nail clusters at:BRG.:(0),heel:(0),1st ..-4-014-4-k, ••77693 • _ D-Q 163 -410 O-I 1170 213 panel point:(0). -CC4Elsazaa J 4 ••* E-Q 203 -330 I-N 295 -1451 Purlins _ p; * ;�= DocuSign Envelope ID:3CB57045-7F1 B-40A6-AD40-104CF60C2679 Ply:1 SEQN:21809/T66/HIPS Sailfish-1696 Qty: 1 FROM: DRW: T12_REPAIR Wgt:308.0 lbs ... / ... 09/06/17 TRINITY CONSTRUCTION AND INVESTMENT 950 SAILFISH F"-'- REVS REPAIR:BEARING REMOVED FROM TRUSS �, -- - 05X7(") 1113X4 5X7( I�� 7 7/16"OSB APPLIED TO EACH FACE WITH E F T3 = C, ) 0.131"x3 AT 3"O.C. _ 444,4% 5 . . 12 04X5 D N �� 6 �.'•:, � ♦�/At (a)I/4o,,,. 4„.\frit41,10,..,..t..„ '''' ,.../ to to .000000•Ce. / (a) AI.:), �• R 0 P 0 N c. I---5•-I IlI3X4=5X7(") 3X4 =6X8(") =3X4 1 41'5"4 I- 7'1"12--I 11:4"9 7'1"12I 2,6"I 9'4"4 I 53"8 I 5'3"8 I 94"4 I 2'6"I 7'1"12 114"$ 7'1"12 9'7"12 19' 24'3"8 29'7" 38'11"4 41'5"d 48'7" '1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc I./clef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.180 D 999 495 B 1606 /19 /680 /- /204 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.319 D 999 495 L 2271 /0 /787 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 M - - J 186 /245 /111 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.115 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.639 L Min Brg Width Req= 2.3 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 J Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.672 Bearings B,L,&J Fcperp=565psi. C&C Dist a:4.86 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Lumber Loading A-B 35 0 F-G 565 -1628 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom B-C 686 -2873 G-H 502 -1586 chord liveload in 42"-high h x 24"-wide C-D 703 -2708 H-I 217 541 areas with - Top chord 2x4 SP#2:T3 2x4 SP M-30: 9 D-E 597-1995 I-J 767 -126 :T4,T5 2x4 SP M-31: clearance. E-F 565-1628 J-K 35 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Wind Lumber value set"138"uses design values Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC member design. Chords Tens.Comp. Chords Tens. Comp. Additional Notes B-R 2490 -504 0-N 1351 -160 Bracing R-Q 2492 -505 N-M 999 -148 (a)Continuous lateral restraint equally spaced on Negative reactions)of-245#MAX.from anon-wind 0-P 2129 -391 M-L 184 -605 member. load case requires uplift connection.See Maximum p_O 1715 -229 L-J 195 653 Reactions. Plating Notes WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken Maximum Web Forces Per Ply(lbs) (")9 plate(s)require special positioning.Refer to duringhandling,shippingpand installation of trusses. Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning g See ee"WARNING"note below. R-C 80 -69 0-G 622 -170 The overall height of this truss d is Tray Scab(s) 9-10-7. g ,S` 11, •R�Wet /,,_ C-Q 153 -255 G-N 79 151 DocuSigned by:`• '0 •• GEN•''•.< i 0-D 505 -96 N-H 535 -40 (1)2x4x0-3-11 x SP#3 scab at each end.Attach `` i......\, �� 3F D-P 240 -617 H-M 334 -1390 scab to face of chord with:Nails @ 8"oc,plus _.`f' +ti 77693 E-P 704 -128 M-I 1710 -288 additional nail clusters at:BRG.:(0),heel:(0),1st * •:* = E-O 74 -345 I-L 512 -2231 panel point:(0). CC4E16e244D4P4 * _ =�: :�` F-O 135 -286 Purlins 9/12/2017 :13• STATE OF '�/ : In lieu of structural panels or rigid ceiling use purlins -:'0•. i'....**��` to laterally brace chords as follows: -'�� ,c�O B\.0'• ,\„`� Chord Spacing(in oc) St24 art(ft) 1 nd ft)9 '''SSrONA�t�?```` BC 75 0.15 48.44 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse Michael G Kozlowski JeffreyNP Am4son Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE Na 77693 DocuSign Envelope ID:3CB57045-7F1 B-40A6-AD40-104CF60C2679 Ply:1 SEAN:21815/T67/HIPS Sailfish-1696 Qty: 1 FROM: DRW: T13_REPAIR Wgt:299.6 lbs ... / ... 09/06/17 TRINITY CONSTRUCTION AND INVESTMENT 950 SAILFISH • igiH REVI REPAIR:BEARING REMOVED FROM TRUSS m - n= 7 7/16"OSB APPLIED TO EACH FACE WITH w5X7(") Ill3X4 F-6'-I 0.131"x3 AT 3"O.C. E F 12i#���i �� I 6 04X5 D #i���A��� �.. 8 05X7(••)C t (a)t 46' ���i�����0.� n \ 0(a) ,..4) 41 4/t....... ISI 40.0 ��`♦• N •4,•.4 •` W ,4., -1- 1 r k.'.•A��•�•� `J-4X ) ,0000I R Q P O 4'___„I 1113X4=5X7('") m4X4 =6X8(") I-2'H 1 41.5"4 1 7'1"12-. il.:4"1 T1"12 I 2'4"4I 76" 7'3"8 I 7'3"8 I 76" I 2'4"41 7'1"12 I'4„$ 7'1"12 9'6" 17' 24'3"8 317" 39'1" 41'5" 48'7" '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.167 P 999 495 B 1516 /24 /675 /- /185 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.310 P 999 495 L 2096 /- /776 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 M - - J 207 /203 /115 /- /- /3.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.105 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.642 L Min Brg Width Req= 2.1 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.516 J Min Brg Width Req= 1.5 Spacing:24.0'• MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.660 Bearings B,L,&J Fcperp=565psi. C&C Dist a:4.86 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Lumber Purlins A-B 35 0 F-G 607 -1740 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 7 -2471 H- 478 --439 to laterally brace chords as follows: C-D 7118 8 -2478 H-I 209 439 Top chord 2x4 SP#2:T4,T5 2x4 SP#1: Chord Spacing(in oc) Start(ft) End(ft) D-E 626 -2048 I-J 681 -118 Bot chord 2x4 SP#1 E-F 607 -1740 J-K 35 0 Webs 2x4 SP#3 TC 24 -1.31 49.89 BC 75 0.15 48.44 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Bracing Wind B-R 2315 -517 O-N 1237 -180 (a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C R-Q 2314 -517 N-M 402 -46 member. member design. Q-P 2189 -482 M-L 180 -540 P-O 1753 -297 L-J 191 -581 Plating Notes Additional Notes (")9 plate(s)require special positioning.Refer to Negative reaction(s)of-203#MAX.from a non-wind Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning load case requires uplift connection.See Maximum Webs Tens.Comp. Webs Tens. Comp. requirements. Reactions. Tray Scab(s) WARNING:Furnish a copypof tN011r t,i2� ' R-C 117 0 O-G 783 209 installation contractor.Sped ga styj t� , C-0 97 -235 G-N 146 395 (1)2x4x0-3-11 x SP#3 scab at left end.Attach scab during h Ijf itjl. i, tiDE Ng 0.''.� Q-D 286 -53 N-H 1043 -180 to face of chord with:Nails @ 8"oc,plus additional See"W RNING v '• D-P 223 -526 H-M 348 -1357 nail clusters at:BRG.:(0),heel:(0), 1st panel point: ��rf 7a§ 9• E-P 482 -79 M-I 1584 -356 (0). The overall height of this,Ir ss excl n9 an is - E-O 202 -220 I-L 520 -1959 8-10-7. CC4E1682443D r4 (1)2x4x0-1-4 x SP#3 scab at right end.Attach scab _ • * F-O 185 -406 to face of chord with:Nails @ 8"oc,plus additional 9/12/2017 O•, STATE OF :� nail clusters at:BRG.:(0),heel:(0), 1st panel point: • (0). •,,c� ••••O R 1p? ��. Loading '''�,S�ONA�� ,N‘ Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 )0,0" Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX TrueHouse PE No 60839 PE No 58544 PE No 71457 PE No.77693 DocuSign Envelope ID:3CB57045-7F1 B-40A6-AD40-104CF60C2679 Ply: 1 SEQN:21969/T68/HIPS Sailfish-1696 Qty: 1 FROM: DRW: T14_REPAIR Wgt:294.0 lbs ... / ... 09/06/17 TRINITY CONSTRUCTION AND INVESTMENT 950 SAILFISH ali RE1/1!" REPAIR:BEARING REMOVED FROM TRUSS UU 7 7116"OSB APPLIED TO EACH FACE WITH O—7/" 0.131"x3 AT 3"O.C. 6X8(") m5X7(") =3X4 w6X8(") D E F G 12 ` 6 \\` I`� e' 1�����N� •011051 orl ♦ �.J. 777 / \b' •C:,, • to 77 A/a!������ - e -- _ �'c��� !���1_ I—4x5(..) R Q P 0 N M L K I—5_•,.I 113X4=5X7(") 1113X4 =6X8(") =5X7(") 1113X4 m5X7(**) III3X4 r 41'5"4 1 7'1"12—j p"$ T1"12 I 2'7"13_ 5'4"4 _I 6'1"3 I 6'2"15 I 5'11"7 i 5'4"4 I. 2'712 T1"12 1'4.8 7'1"12 9'9"8' 15'1"12 21'2"15 27'5"13 33'5"4 38'9.'8 41'5"4 48'7" '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 16.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.167 E 999 495 B 1417 /26 /666 /- /166 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.321 E 999 495 K 2105 /13 /799 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 L - - I 115 /260 /97 /- /- /3.5 Des Ld: 28.00 EXP:B --- - --. HORZ(TL): 0.110 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.846 K Min Brg Width Req= 2.1 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.564 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.657 Bearings 8,K,&I Fcperp=565psi. Spacing:24.0" C&C Dist a:4.86 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01.0630.10 Lumber Loading A-B 31 0 F-G 581 -1669 Value Set: 13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom C-D 7261 -2557 H-I 207 -425 chord live load in areas with 42"-high x 24"-wide C-D 751 -2362 H-I 780 185 Top chord 2x4 SP#2 g D-E 652 -1905 I-J 31 0 Bot chord 2x4 SP#1 clearance. Webs 2x4 SP#3 E-F 652 -1905 Wind Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Plylbs approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C&C (lbs) member design. Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 2223 -545 N-M 1077 -150 Additional Notes (a)Continuous lateral restraint equally spaced on Negative reaction(s)of-260#MAX.from anon-wind R-Q 2223 -546 M-L 1073 -150 member. Q load case requires uplift connection.See Maximum -P 1808 -348 L-K 233 -620 Plating Notes Reactions. P-O 1812 -347 K-I 245 663 O-N 1691 -301 (")11 plate(s)require special positioning.Refer to WARNING.Furnish a copy of this DWG to the scaled plate plot details for special positioning installation contractor.Special care must be taken requirements. during handling,shipping and installation of trusses. Maximum Web Forces Per Ply(lbs) See"WARNING"note below. Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) The overall height of this truss q4kdirtg s `� �� R-C 145 0 F-N 246 564 scab toxfa a of chord wit:Nailsscab at r@ 8"oc,Aplus 7-10 7' �oocusigned by:,... G E N SF�C`,''' C-Q 184 -332 N-G 945 269 @P Q-D 409 -165 M-G 226 0 additional nail clusters at:BRG.:(0),heel:(0),1st �eL•+w 77693 _ D-P 228 0 G-L 333 -1446 panel point:(0). "-cc4E168244ZJ 4 D-O 218 61 L-H 1492 -299 • 1E-O 160 -275 H-K 592 -1994 Purlins _-o: :t In lieu of structural panels or rigid ceiling use purlins 9/12/2017 -..113.•,,,,,:.:-N. E::. <tU` O-F 469 -100 to laterally brace chords as follows: �`• H '• �. .Chord Spacing(in oc) Start(ft) End(ft) % ,p ... ,.. TC 24 BC 25 1015 4844 ' A, ���� Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX TrueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.71457 Adam K Russell PE No.60839 PE No.58544 PE No.77693 DocuSign Envelope ID:3CB57045-7F1 B-40A6-AD40-104CF60C2679 Ply:1 SEQN:22987/T69 I HIPS Sailfish-1696 Qty: 1 FROM: DRW: T15_REPAIR Wgt:277.2 lbs / ... 09/08/17 TRINITY CONSTRUCTION AND INVESTMENT /'/�E n 950 SAILFISH ��e.�ra V V\ ,8/■ n REPAIR:TRUSS BEARING REMOVED ' f l t - /0 141 SCRIBE 2x4 NO 2 SYP WEB TO TIGHT FIT AS SHOWN 1/ 1VI 7116"OSB APPLIED TO EACH FACE WITH 0.131"x3 AT 3"O.C. =3X4 a5X7(") m4X5 w5X7('•) E F G ~ 5-I I 1._____e_____H s< T \,:-. A.. e .00#'1, (a) / (a) #,`y�� =4X5(..) so B 14''40-0:.47 T • i0 K0 • 2.' / P N M H3'-I 1--4,--I =5X7(") =_5X7(••) w5X7(") I 32'3"4 I 16'3"12 I it.:4"8 9,9"8 I 6,6.,4 I 7'11"12 I 7'11„12 I 6,6„4 I 9,9,•8 I1'4„ 9'9"8 16'3"12 24'3"8 32'3"4 38'9"8 48'7" '1B Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 16.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.078 0 999 385 B 986 /146 /502 /- /147 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.156 Q 999 385 N 2128 /259 /774 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 0 - - K 399 /67 /270 /- /- /3.5 Des Ld: 28.00 EXP:B HORZ(TL): 0.053 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.806 N Min Brg Width Req= 2.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.670 K Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.826 Bearings B,N,&K Fcperp=565psi. C&C Dist a:4.86 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01.0630.10 Lumber Loading A-B 31 0 G-H 294 544 Value Set: 13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom C-C 506-1459 H-I 702 -58 chord live load in areas with 4T-high x 24"-wide C-D 524 -1459 I-J 337 -258 Top chord 2x4 SP#2 g D-E 555-1413 J-K 371 -289 Bot chord 2x4 SP#2 clearance. Webs 2x4 SP#3 E-F 426 -1043 K-L 31 0 Wind F-G 294 -544 Lumber value set"136"uses design values Wind loads based on MWFRS with additional C&C approved 1/30/2013 by ALSO member design. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. Additional Notes (a)Continuous lateral restraint equally spaced on WARNING:Furnish a copy of this DWG to the B-Q 1361 -338 O-N 164 -277 member. installation contractor.Special care must be taken Q P 1043 -186 N-M 214 445 during handling,shipping and installation of trusses. Plating Notes P-O 964 -160 M-K 178 299 See"WARNING"note below. (")12 plate(s)require special positioning.Refer to Maximum Web Forces Per Plylbs scaled plate plot details for special positioning The overall height of this truss excluding overhang is (lbs) requirements. 6-10-7. Webs Tens.Comp. Webs Tens. Comp. , Tray Scab(s) `O``,,0 K rRUss 196 t.,, D-QQ41 -25 O-H 1217 -300 (1)2x4x0-3-11 x SP#3 scab at each end.Attach l-DocuSigned by:`." P GN•' EF! ''. Q-E 437 -178 H-N 435 -1316 scab to face of chord with:Nails @ 8"oc,plus 3F ` E-P 68 -74 N-I 262 -779 additional nail clusters at:BRG.:(0),heel:(0), 1st -� -w+ • 77693 P-F 249 -7 I-M 630 -278 panel point:(0). -CC4E169244 aFd .:* •-:. F-O 201 -690 M-J 284 -404 • * _ Purlins _-O: :CC In lieu of structural panels or rigid ceiling use purlins 9/12/2017 ,9 STATE OF '�7.: to laterally brace chords as follows: ",;-4 O R`,,F-./..•` Chord Spacing(in oc) Start(ft) End(ft) '� ,p••••..•. C? . BC 75 0 15 48 44 TC 24 -1.31 49.89 ',,8,ON A�E�%•‘� Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ift" Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX TrueHouse PE No 60839 PE No 58544 PE No 71457 PE No.77693