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Home My WebLink AboutProject Information-1- wrightsoft° Load Short Form Entire House Project Information For. MW-02REV 9629 KNOLLWOOD LN., FORT PIERCE, FL 34951 Htg Clg Job: Date: Sep 16, 2021 By. Infiltration Outside db (°F) 41 90 Method Inside db (OF) 70 72 Construction quality Design TD (OF) 29 18 Fireplaces Daily range - L Inside humidity (%) 30 50 Moisture difference (grflb) 2 63 HEATING EQUIPMENT COOLING EQUIPMENT Simplified Semi -tight 0 Make Make Lennox Trade Trade LENNOX Model Cond 16ACX-060-230A** AHRI ref Coil CBA25UHV-060-230= * AHRI ref 202540573 Efficiency 100 EFF Efficiency 12.0 EER,16 SEER Heating input 8.8 kW Sensible cooling 39550 Btuh Heating output 30073 Btuh Latent cooling 16950 Btuh Temperature rise 15 OF Total cooling 56500 Btuh Actual airflow 1883 cfrn Actual airflow 1883 cfm Airflowfactor 0.051 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) HtgAVF (cfm) CIgAVF (cfm) MASTER SUITE 303 5596 4811 283 235 HIS WIC 39 707 478 36 23 MASTER BATH 165 1942 1742 98 85 HER W IC 70 63 263 3 13 DEN 201 5337 5303 270 258 FOYER 69 1414 1180 71 58 DINING 175 2729 2249 138 110 MECH 24 774 656 39 32 UTILITY 68 326 899 16 44 BATH 2 58 813 930 41 45 BED 2 180 1940 2886 98 141 BED 3 178 1918 2850 97 139 BATH 3 58 1807 1323 91 65 KInnk 9d7 47Ao 774r. ,r], ,nn Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft° 2021•sep-16 12:so:a7 ti d• ^• • •wc-P Rigt/SuL�gUrivorwl202l2l.O.D5R5U29964 Page 7 �+�_.WwseADoomerblWdgtboftWACVNW02REVxW Cal°=MA FrortDoorfaces:N r"l l l.IMUN 444 4f0 LU't I I,+ IUU GREAT RM 452 4373 5081 221 248 UTILITY HALL 95 0 0 0 0 BED 4 165 3480 3230 176 157 Entire House 2669 37283 38637 1883 1883 Other equip loads 0 0 Equip. @ 0.95 RSM 36860 Latent cooling 11087 TOTALS 2669 37283 47947 1883 1883 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. i - wrightsoft- 2021-Sep-1612:50:47 Jimti .rrt.••e. . .o .,a+. 4 Right-SLitaSUrivorsal202l 2l.O.O5 RSU29964 Pago 2 ...ArvuserlDoamertslWrigNsoftWAMM-02REVttp Cale =MJ8 Frort Door faces: N -�- wrightsoft® Project Summary Entire House Project Information For. MW-02REV 9629 KNOLLWOOD LN., FORT PIERCE, FL34951 Notes: Job: Date: Sep 16, 2021 By. Design Information Weather. StLucie.Co Intl; FL, US Winter Design_ Conditions Summer Design Conditions Outside db 41 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 29 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 63 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 31054 Btuh Structure 28285 Btuh Ducts 6229 Btuh Ducts 10352 Btuh Central vent (0 crm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) - (none) Humidification 0 Btuh Blower 0 Btuh Equipment load 37283 Bttuuh Use manufacturers data n Rate/swingg multipplier Equipmentsensible load 0.95 36860 Btuh Infiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 8353 Btuh Ducts 2734 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 2669 2669 Equipment latent load 11087 Btuh Volume (IF) 26045 26045 Airchangeslhour Equiu AVF 0.22 95 0.11 48 Equipment Total Load (Sen+Lat) Req. total 0.70 47947 Btuh (cfm) capacity at SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Lennox Trade Trade LENNOX Model Cond 16ACX-060-230A** AHRI ref Coil C13A25UHV-060-230= * AHRI ref 202540573 Efficiency 100 EFF Efficiency 12.0 EER,16 SEER Heating input 8.8 kW Sensible cooling 39550 Btuh Heating output 30073 Btuh Latent cooling 16950 Btuh Temperature rise 15 OF Total cooling 56500 Btuh Actual airflow 1883 cfm Actual airflow 1883 cirri Airflowfactor 0.051 cfmBtuh Airflowfactor 0.049 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �� WrljgphtSottt" 2021-Sep-1612:50:47 r+' ^+ Rigft Sufe®Uriversal2021 21.0.05 RSU29964 I9�. , VvyUserU3oamertslWrlgftwftWACWW-02REVnp Calc=WB FrorcDoorfaces: N Pegg 1 FCOVERED MAM LANAI SUITE 12.12.10 L 235 CFM kipo.— 10.0 HIS GREAT ROOM 1s•x1s• x R.A.G. wi 12.0 HERS 6x6x FLEX 23 CFM, I 12x12x 10 248 CFM LY ®L. M ■ ST 10Y 6z4 L T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN 8 x 8 x 6 ppl�1� MAMt 65 CFM 24', 6'Y R.A Wl1 1LY CFM f AUST 0 7Y 18,1 Rmm- 12'x12 RA.G0.. 8xBx6 ' 58 CFM 6� 1Ox10x7 FLEX F 10,• 110 CFM 4'0 DRYER 12 x 12 x 9 FOYER EXHAUST 258 CFM DINING AHU DEN 5-TO COVERED ENTRY DO NOT SCALE PLANS GH 0 HOMES MW-02 9629 KNOLLWOOD LN. FORT PIERCE, FL 34951 NOOK 8 — 6 85 CFM 1ox10x8 .^. 138 CFM 10'1ox8 r BROOM 3 139 CFM �1 Yu'y BEDROOM 2 10x 10x 87 c12• 141 CFM 11G. 8.0 5'� 6xBx6 ...... 45 CFM x6x5 4 CFM KY 12'x 2' R. .G. 8.0 �IE FLEX J BEDROOM 4 6x6x4 29CFM 12x12x9 157 CFM L �� 11x1 OM -m Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Project Address: Permit #: Occupancy Type: Construction Type: 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 the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural 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 2020 Building Code Sixth Edition with 20 NIA 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 18 ft Roof Pitch: 6 :12 Parapet: NSA ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +19.9, -31.7 Zone 2: +19.9, -55.1 Zone 3: +19.9, -81.5 Zone 4: +34.6, -37.5 Zone 5: +34.6, -46.3 Garage: +29.3, -34.0 7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: N/A PSF Dock: NSA PSF Deck: NSA PSF Stairs: N/A PSF Fence: NSA PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? Yes X Not Applicable Explain Why Not: Aspect Ratio < 4:1 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 Revised 12/07/2018 Donald Nuelle P.E. 52046 Print Name Nuelle Engineering Cert # & Co. Cert Auth. 11634 SW Rowena Street Port S. a4rALAAR8; ♦ d � r� a ■ •..r Company Name & Address CODE COMPLIANCE ST. LUCIE COUNTY BOCC Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows +31.9 / -34.9 +/-55 / +60/-70 MI WINDOWS Fl- 17499.8/17499.9 MPACT 3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 10" O/C Mullions 37.7 +/-54 MI WINDOWS FL 15353.3 / FL 15353.4 IMPACT 1/4" TAPCONS W/ 1-1/4" MIN. EMBED Fixed Glass +34.8 / -37.8 +/- 55 MI WINDOWS FL 15349.10 IMPACT 3/16" TAPCONS W/ 1-1/4" MIN. EMBED EQ. SPACING Block Glass Skylights Sliding Glass Doors +29.7 / -32.6 +/-55 MI WINDOWS 12080 FL-22401.3 IMPACT 3/16"-TAPCONS W/ 1-1/4" MIN. EMBED @ 12" O/C Swing Type Doors +32.2 / -35.1 +/-50 THERMA TRU 3080 FL-20468.5 IMPACT 1/4" TAPCONS W/ 1-1/4" MIN. EMBED 14" O/C French Doors Garage Doors +29.3 / -34.0 +39.2 / -43.7 WAYNE DALTON 9100 FL-9174.10 R12 N/A 5/16" x 1-5/8" LAG SCREW EA. BRACKET Hurricane Protection Roof Ventilation Roofing Material —83.4 PSF -172PSF EAGLE ROOFINGPRODUCTS BELAIRCONC.TILE NOAN0.21-0315.03 N/q J�-12,);1adf-1:1NOSSHANK NAILS Revised 07/22/2014 c , I have reviewed the above components or cladding and I have approved t it use i this structu e. hese produit-1 adequate resist '•ce to the wind loads and forces specified by current code provisions. Name: Nuelle Engineering Signatu seal Design Prof: Donald J. Nuelle Cert. No. 52 46 Date: 10/5/2021