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Home My WebLink AboutProject Summary-- wr-ightsofto Project Summary Entire House WebREPS, LLC Job: p#1301.808-0102-000-0 Date: June 2, 2021 By: Josh Putman Plan: 8403 Coquina Avenue 1892 Commerce Arenue, Vero Beach, FL 32960 Phone: 800-810-3280 Fax 888-971-2999 Email: sales@webrepshvac com ftb: www.webrepmuholesale.com License: CAC054709 Project Inf• • For: Joseph Gianna, Habitat for Humanity . Ft. Pierce, FL Notes: 8403 Coquina Avenue Ft. Pierce Florida p#1301-608-0102-000-8 Design Information Weather. Winter Design Conditions Outside db 42 OF Inside db . 70 OF Design TD. 28 OF. Heating Summary St Lucie County Intl, FL, US Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 56 grAb Structure 13885 Btuh Ducts _ 3280 Btuh Central vent (0 cfrn) 0 Btuh (none) Humidification 0 . Btuh Piping 0 Btuh Equipment load 17165 Btuh Infiltration Method Simplified Construction quality Semi -tight. 0 Fireplaces Heating Cooling Area (ft� 1335 1335 Volume (ft') 10678 -10678 Air chang6ftur 0.'31 0.16 Equiv,AVF (cfm) 55 28 Heating Equipment Summary Make Goodman Trade Heat Strip Model AHRI ref Efficiency 100 EFF Heating input 8.0 kW . Heating output 27297 Btuh Temperature rise 27 OF Actual airflow 920 clim Airflowfactor 0.054 cfm/Btuh Static pressure 0.60 in H2O Space thermostat Sensible Cooling Equipment Load Sizing Structure 12772 Btuh Ducts 5421 Btuh Central vent (0 cfm) 0 Btuh (none) Blower. 1707 Btuh Use rhanufacturer's data y Rate/swingg multiplier -�1.00 Equipmentsensible load - 19900 Btuh Latent Cooling Equipment Load Sizing Structure 5291 Btuh Ducts 1416 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 6707 Btuh Equipment Total Load (Sen+Lat) 26607 Btuh Req. total capacity at 0:74 SHR 2.2 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN. Cond GSX160301 F .. - . Coil ASPT30C14A AHRI ref 200825240 Efficiency 13.0 EER, 16 SEER Sensible cooling 20424 Btuh Latentcooling 7176 Btuh Total cooling - 27600 Btuh Actual airflow 920 cfm Airflowfactor 0.051 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ -, wrightsoft' �- M� Right-Suite®Universal'202121.O.OTRSU2021-Jun-0216:56:29 16998 Pagel ACCA,..abitatfor Humanity PSL)8403Coquina Atenue.rup Caic=MJ8 FrontDoorfaces: N �0- Job #: p#1301-008-0102-000-8 Performed by Josh Putman for. Joseph Gianna R. Pierce, FL Sheet 1 WebREPS,. LLC 1892 Commerce Avenue Vero Beach, FL32960 Phone:800-8103280 Fax:888.971-2999 www.webrepswholesale.com sales@webrepshvac.com Scale:1 : 69 R4*aIkO Urivesal2021 21.0.07RSU16998 2021.1u)-M1aW36 PSW403CoqLi PvawrLp Duct System Summary Job: p#1301-008-0102-000.8 wrightsofto y ry Date: June 2, 2021 Entire House By- Josh Putrnan WebREPS, LLC Plan: 8403 Coquina Avenue 1892 Commerce Aoenue, Vero Beach, FL 32960 Phone: 800-810-3280 Fax 888-971-2999 '.Email: sales@webrepstmc.com Mb: www.webrepswholesale.corn License: CAC054709 e-roject intormation For: Joseph Gianna, Habitat for Humanity Ft. Pierce, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total eftective length (TEL) . Heating 0.60 in H2O 0.24 in H2O 0.36 in H2O 0.226 / 0.134 in H2O 0.084 in/100ft 920 dim 427 ft Supply Branch Detail Table . Cooling 0.60 in H2O 0.24 in H2O 0.36 'in H2O 0.226 / 0.134 in H2O 0.084 in/100ft 920 . cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) H x W (in) Duct Mat Actual L-n (ft) Ftg.Egv Ln (ft) Trunk Bath 1 h 1805 97 43 0.093 6.0 Ox 0 VI Fx 18.2 225.0 st2 Bath 2 c 1357 59 69 0.089 5.0 Ox 0 .. VIFx 24.6 230.0' . st4 Bed 1 h 2653 142 141 0.093 7.0 Ox 0 VIFx 17.1 225.0 s12 Bed 2 h 3515 188 122 0.086 8.0 Ox 0 VIFx 32.7 230.0 st4 Bed 3 h 2897 155 116 0.084 7.0 Ox 0 VI Fx 32.8 235.0 st4 Kit Din LR c 2124 70 107 0.100 6.0 Ox 0 VIFx 20.5 205.0 st3 Kit Din LR-A' c 2124 .70 107 0.099 6.0 Ox 0 VIFx 18.0 210.0 st3 Kit Din LR-B c 2124 ' 70 107 0.096 6.0 Ox 0 VIFx 25.7 210.0 st3 Kit Din LR-C c 2124 70 107 0.101 6.0 Ox0 VIFx 13.2 210.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in)- (in) Material Trunk st1 PeakAVF 920 920 0.084 613 15.0 12 x 18 RectFbg st2 PeakAVF 239 184 0.093 684 8.0 0 x 0 VinlFlx st1 st4 PeakAVF 403 306, 0.084 513 12.0 0 x .0 VinlFlx st3 st3 PeakAVF 681 736 0.084 688 14.0 0 x 0 VinlFlx st1 wrightsoftm - 2021-Jun-0216:56:29 Right Suite® Universal2021 21.0.07 RSU16998 Page 1 ACCA...abitatforHumanity PSLt8403Coquina Auenue.rup Calc=W8 FrontDoorfaoes: N Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL M Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mal Trunk rb4 Ox 0 920 920 1592 , 0.084 521 18.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm), FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 920 920 0.084 409 15.0 18 x 18 RectFbg 2021-Jun-0216:56:29 WY ghtsoft- Ftight-Suite®Universal 202121.0.07RSU16998 Paget ACCK ...abitatfor Humanity PSL\8403 Coquina aenue.rup Calc= MJ8 Front Door faces: N (qJ f I Planning & Development Services Department • Building & Code Regulations Division -- • -- 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 4E Certification for Design Load Compliance Project Name: 8403 Coquina Ave Project Address: Permit #: 8403 Coquina Avenue Fort Pierce, FL 34951 Occupancy Type: R-3 Construction Type: VB ST. Liar. :- u itYPermitting INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving he folloRiErEIVE a o New Residences (single or multi -family) OCT ®°� 202) o Residential Addition o Any accessory structure requiring a building permit ST. Lucie County, Permitting o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior. structu ra I elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 20 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: I X II III IV Exposure Category: B X C D 4. Design Wind Velocity 160 mph X ASD LRFD End Zone Width: 6 ft 5. Mean Roof Height 15 ft Roof Pitch: 4 :12 Parapet: NSA ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 53.3 Zone 2: 70.4 Zone 3: 95.9 Zone 4: 33.2 Zone 5: 40.9 Garage: 7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: NSA PSF Dock: NSA PSF Deck: NSA PSF Stairs: NSA PSF Fence: NSA PSF Railings: NSA PSF 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces s eCi liiii��.r�� Ryan M Bays `�` �.• �� C ENS ' • '%� Print Name Cert # & Co. Cert Auth. /. No. •91 ?%^ Whole House Engineering fo OR MA�..E�% 111nrr111 ii11+�►0. 4451 St Lucie Blvd Suite 201, Fort Pierce, FL 34946 Company Name & Address L.-DIgyId%NWBE by Pyan M Bays DN: 99 E.flyw..Bgs@ W HEn9l n eering_ne1, Ryan M Bays =LX-L fml PlerceW- I �Reaspn: I a�n approving Nls tlocumenl DM6. 2621 0526 09 ":2B-04'Da'