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REV-16-2004 CAM ENGINEERING LLC — Consulting Engineers, MEP ;t! 5520 SW 96 Avenue,Miami Fl. 33165 - Tel: (305)484 7276 E-mail: caumera@aol.com t ALMEIDA-BARRANTES RESIDENCE RESPONSE TO BLDG. DEPARTMENT COMMENTS DATED 8/2/16 Electrical comments made by: Michael Devaney } 1. COMMENT r RECEPTACLES REQUIRED FOR TERRACE LOCATED WITHIN THE PERIMETER OF THE TERRACE. NEC 210.52 (E) (3). RESPONSE: RECEPTACLES ALREADY PROVIDED. PLEASE RE-VISIT THE SUBMITTED PLAN, SHEET E-2 2. COMMENT IF THAT IS A COUNTERTOP WHERE THE WINE COOLER IS GOING,THE COUNTERTOP RECEPTACLES ARE REQUIRED AS PER NEC 210.52 (C). RESPONSE: WINE COOLER LOCATION IS NOT A COUNTERTOP. 3. COMMENT PLEASE MAKE CORRECTION FOR PANEL A SCHEDULE WHERE IT STATES FED FROM: 175 A. MAIN. IT IS NOW 150 A. MAIN. RESPONSE: PANEL SCHEDULE WAS REVISED TO INDICATE 150 A. FEEDER BREAKER. REFER TO REVISED SHEET E-3. + a Respectfully submitted. Cesar A. Mera;PE, D A Electrical Engineer ` FL.License#62175 Tel 305-4847276 r t 5520 SW 96 Avenue,Miami Fl. 33165 - Tel: (305)484 7276 - E-mail: caumera@,aol.com i .N ONEDB arch itecture+design July 14, 2016 Miami Shores Village Building Department f RE: Permit plans for: Residence at 9879 NE 13th Avenue Miami Shores, FI i 1. Modification to Bathroom Shower instead of tub. 2. Reflecting Ceiling was changed on Living Room. 3._Ceiling Detail was updated (See A-1) a 4. Concrete Slabs with Paver insert instead of Pavers with Turf inlay.(See A-1) r 5. Closet and Stairs where eliminated at Service Corridor (See A-1) y I JO P i ` ipal One Design build LLC. f i 5582 NE 4" Ct Suite 7A Miami FI 33137-ph.786-8591143 Onedbmiami.com t US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes,FL 33016 T. 305.512.5860 F. 305.512.5861 www.ontimussd.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALMEIDA - BARRANTES RESIDENCE REVISION NARRATIVE 7 7 , S hMillr +.T LOCATED AT: 9879 NE 13th AVENUE MIAMI SHORES, FL 33138 t o6 Tanya Homleid P.E. e ,x, PE#61706 June 2"`',2016 r US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.ontimussd.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . August 29`h,2015 City of Miami Shores Building Department STRUCTURAL REVISION 43 NARRATIVE: The following is a brief description of items that were changed in revision#1: ITEM No. RESPONSE Eliminate two steel columns inside and west of the terrace, per revisions to S-1.0 sheets S-2.0 and S-5.0. Revise steps up from garage as a delegated design item. Replace 2x12 ceiling ridge beam with (2)2x10 wood straps fastened at S-2.0 existing joists to maintain a clear space. See attached supplemental calculations and revised detail sheet S-5.0 S-3.0 Revise sheet to eliminate duplicate helical pile detail on the lower right corner of sheet. Revise sheet to replace wood beam and steel detail with (2) 2x10 strap to S-5.0 retrofit existing joists. The wood strap shall be added See attached calculations. Please let us know if you have any further questions or require additional information. Best Regards, SIGNED: Ian Ho leid, P.E. REG. NO. STATE: FL. 61706 COMPANY: Optimus Structural Design LLC ADDRESS: 7850 NW 146 Street, Suite 305 Miami Lakes, Florida 33016 S.I. NO: # 7021292 Company June 1,2016 Designer 5:10 PM Job Number Checked By: Global Display Sections for Member Calcs 5 Max.dnternal Sections for'Member:Calcs 97 Include Shear Deformation? Yes Mere Tolerance in 1"2 P-Delta Analysis Tolerance 0.50% Include�P=Delta=for.Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum lteration'Number.for.Wall Stiffne s3. Gravity Acceleration ft/sec^2 32.2 Wall Mesh"Size-(in)- 12 . Ei ensolution Convergence Tol. 1.E- 4 D namic Solver Accelerated;Solver Hot Rolled Steel Code RISC 14th 360-10 : ASD Ad'ust;Stiffness? - Yes Iterative RISAConnection Code None Cold Formed'Steel'Code AISI S1'00-10:rASD Wood Code AF&PA NDS-12: ASD Wood Temperature <'1OOF Concrete Code ACI 318-11 Mason ,,Code AC1 530-10:ASD Aluminum Code AA ADM1-10: ASD - Building Number of Shear Regions 4 Re ion S acin Increment in 4 . Concrete Stress Block Rectangular Use CrackedSections?_ Yes Bad Framing Warnings? No Unused Force Warnin s?' Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel-for'.Column 8 Wood Material Properties Label TVDe Database S eies Grade m Emod Nu Therm \...Dens k/ft^3 1 DF Solid Sawn Visually Gr.. Douglas Fir-Larch No.1 1 .3 .3 .035 2 ;SP Solid Sawn Visually Gr..j Southern Pine 'No i1 1 :3 :3 .035 3 HF Solid Sawn Visually Gr.. Hem-Fir No.1 1 .3 .3 .035 4 SPF Solid Sawn'Visually Gr.. °S ruce-Pine-fir No;1 1 3 .3 .035 5 24F-1.8E DF B. Glulam Table 5A 24F-1.8E_DF_BAL na 1 .3 .3 .035 6 24F-1..8E DF.U.. Glulam Table'SA 241`71.8E_DF .UNB.. na 1 .3 3 .035 7 24F-1.8E SP B.. Glulam Table 5A 24F-1.8E_SP_BAL na 1 .3 .3 .035 8 :24F-1,8E'SP U., .Glulam Table5A 24F-1l8E_SP UNB.. na .:.. 3 3 -035 Wood Section Sets Label Shape TVDe Desi n List Material Desi n Rules A int 190 270 i... 1 (0,180in f 1 WOOD1A 2X6 Beam Rectan ular DF T ical 8.25 1.547 20.797 Member Primary Data Label I Joint J Joint Rotate de Section/Shape Type Desian List Material Desian Rules 1 M1 N1 N3 2X10 Beam None I SP T ical 2 M2 N3 N2 2X10 Beam I None I SP Typical- 3 ical3 M4 N5 N6 2-4X10B Beam I Rectangular I DF Typical RISA-21D Version 12.0.0 [Z:\...\...\Barrantes-Residence\Calcs\ROOF FRAME-alt.r2d] Page 1 Company June 1,2016 Designer 5:10 PM Job Number Checked By: Member Advanced Data Label I Release J Release I Off set[inl J Offset in T/C Only Physical TOM inactive 1 M1Yes ` Yes 3 M4 Yes Member Detailing Data Label I Cardinal Point I x Offset�inlOffset in�Izset in J Cardinal Point J x Off i J Offset in J z Offset in 1 M1 8 0 .625 8 0 2 "M2 g 0 :625 8 0 4'625 ':0 3 M4 8 0 1 2.75 1 0 1 8 1 0 1 2.75 10 Joint Coordinates and Temperatures Label X f Y[fti Temp F 1 N1 0 0 0 2 ~N2 31.65 '0 0. 3 N3 15.825 3.33 0 4' N5 -1'0.552083 -2:223958 - 0 5 N6 21.098958 2.223958 0 Joint Boundary Conditions Joint Label Xk/in Y k/in Rotation k-ft/rad Footing 1 N1 Reaction Reaction 2 2N2 'Reaction' _ Wood Design Parameters Label ShaDe Len th ft Le-out ft Le-in ft le-bend to... le-bend bo... K-out K-in CV Out swa In sway 1 M1 2X10 16.172 1.33 1.33 1.33 1.3 -Cres 2 M2 :2X10 16°:172 = 11.33 '1.33 °1.33 1:33 Yes 3 M4 2-4X106 10.547 Design Size and Code Check Parameters Label Max De th in Min De th in Max Width in Min Width in Max Bendin Chk Max Shear Chk 1 T ical 1 1 1 Joint Loads and Enforced Displacements (BLC 3 : WIND) Joint Label L D M Direction Ma nitude k k-ft in rad k*s^2/ft... 1 N2 L X .264 Member Distributed Loads (BLC 1 • DEAD) Member Label Direction Start Ma nitude k/f F End Ma nitude k/f F S art Loca ion ft°/ End Location ft% 1 M1 V -.06 -.06 0 0 2 M2 V -.06 -.06 0 0 Member Distributed Loads (BLC 2 : LIVE) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft.Fl Start Location ft% End Location ft 1 M1 V -.039 -.039 0 0 2 M2 V -.039 -.039 0 0 RISA-2D Version 12.0.0 [Z:\...\...\Barrantes-Residence\Calcs\ROOF FRAME-alt.r2d] Page 2 Company June 1,2016 Designer 5:10 PM Job Number Checked By: Member Distributed Loads (BLC 3 : WIND) Member Label Direction Start Ma n'tud k/f FEnd Maanitudefk/ft.Fl Start Locationrft.%l End Loca ion ft% 1 M1 V 057 .057 0 0 "2 'M2 V ;057 :057 ro Basic Load Cases BLC Description Cate o X Gravitv Y Gravity Joint Point Distributed 1 DEAD DL -1 2 J2 < : lIVE LL 3 WIND WL 1 11 2 Load Combinations Description SolvePD... SR... BLC Factor BLC Fac or BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 0.6DL-WL IYes I I I DL 1 .6 1 WL 1 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form... Wood Concrete MasonU Footings Aluminum 1 1 0.6DL-WL Yes Yes I Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X rinl Y finl Rotation rad 1 1 N 1 0 0 6.819e-3 '2 '1` "N2 0 Company June 1,2016 Designer 5:10 PM Job Number Checked By: Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial[k] Shear[k] Momentfk-ftl �5 `;10 _ _ 11 1 M4 1 .337 .05 .708 12 337 1025 :609 2 13 3 .337 0 .576 ,14. 4, '337 -:025 .609 15 5 .337 -.05 .708 Member Section Stresses LC Member Label Sec Axial ksi Shear[ksil Top Bendinark ndinalksil 1 1 Ml 1 .022 -.021 0 0 2 2 -.021 --:013 -.348 . 348 3 3 -.02 -.005 -.53 .53 4 4 -.044 '005 : -:133 ;':1`33 5 5 -.042 .013 .065 -.065 ,'6 ; . .1 -'M2 _1 -:042' --:013 :065 7 2 -.044 -.005 -.133 .133 8 ' . 3 -:02 005 -:53 53 g 4 -.021 .013 -.348 .348 `1.0 5 -.'022 021 0 0 11 1 M4 1 .005 .001 -.085 .085 ,12. '2 005 0 -.073 `'073 13 3 .005 0 -.069 .069 1.4 4 .0050 .: -:073= .073 15 5 .005 -.001 -.085 .085 Member Section Deflections I r Member Label Sec x finlin n L/y Ratio 1 1 M1 1 0 0 NC 2 2 p 31.2 1178:91`5 3 3 .001 .524 846.743 4 -4 .002 °588 1332:631 5 5 .003 .589 NC 6 1 M2 1 _:235 .541 NC 7 2 -.233 .539 1332.846 '8 3 -:233 .475.: 846.82 g 4 -.232 .263 , 1178.986 1.0 ,5 -:23'1 -.049 NC 11 1 M4 1 -.118 .569 NC 12 2 -:1`1'8 .582 9129.688 13 3 -.118 .587 6909.81 14 4 11:8 .582 9129:519 15 5 -.118 .569 NC Member Wood Code Checks LC Member Shape UC Max Lo ft Shear... Loc f Fc'rksil Ft'ksi Fb'ksi M-41 RB CL CP E n 1 1 M1 2X10 .401 10.444 .117 0 1.46 .725 1.484 .175 8.008 .993 .913 33j;:99 -1 2 1 M2 2X10 401 .5:727 117 16.172 1.46 725 1:484-- .175 8.1- 993 913 -1 3 1 M4 2-4X108 .071 10.547 .006 10.547 .793 .743 1.198 .18 4.888 .998 .529 9-3 RISA-2D Version 12.0.0 [Z:\...\...\Barrantes-Residence\Calcs\ROOF FRAME-alt.r2d] Page 4 i 1 • Company June 1,2016 Designer 5:10 PM Job Number Checked By: Wood Wall Panel Parameters Label Top Pla a Sill Plate Studs Min Stud Sp— Max Stud S ...Green Lum .. Header Size Header Matl 1 Typical I 2-2X6 2X6 2X6 16 16 6x8 Same as Wall Additional Wood Wall Panel Parameters Label Schedule Min. Panel...Max. Pa e.-Double Sid..Max. Nail... Min. Nail S...HD Chords HD Chord .. Hold Down 1 T ical IBC06-09 Pane.. .375 .75 O timum 6-in. 3-in. 2-2X6 Same as... ISIMP HDA Dat... Wood Wall Panel Axial Code Checks (AF&PA NDS-12: ASD) Wall Panel Region Stud Size Stud S aci... Axial Check Gov LC Chord Size Chord Axi I Ch... Gov LC No Data to Print ... Wood Wall Panel In Plane Code Checks (AF&PA NDS-12: ASD) Wall Panel Shear Panel Label Re ion Shear Check Shear Forc... Gov LC Hold-Down ...Tension Qh...Tie-Dow... Gov LC No Data to Print ... 4 RISA-2D Version 12.0.0 [Z:\...\...\Barrantes-Residence\Calcs\ROOF FRAME-alt.r2d] Page 5 y i t fi a RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST k 1 Florida Department of Business and'Professional Regulation Simulated Performance Alternative(Performance)Method 4 Applications for compliance with the 2010 Florida Building Code, Energy Conservation via the residential Simulated Performance method should include M' Form 405(usually 5 pages/may be greater) C� Energy Performance Level(EPL)Display Card(one page) Required prior to CO for Hie Performance Method: W K duct leakage has been tested then.a completed Air Distribution System Test Report (usually one page) ❑ A completed Envelope Leakage Test Reponyusually one page). f v i k y. I ' EnergyGauge®-USRCSB v4.0 _ r \ 1 FORM 405-10 i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Remodeling at 9879 NE Rev Builder Name: Street: 9879 NE 13th Avenue Permit Office: City',-State,Zip: Miami Shores,FL,33138- Permit Number: Owner: Almeida Barrantes Jurisdiction: 231000 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(3405.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 2928.30 ft2 b. Interior Frame-Wood,Interior R=4.1 261.38 ft2 3. Number of units;if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=4.1 216.04 ft2 4. Number of Bedrooms(Sedrms In Addition) 5(2) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (3738.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 3738.00 ft2 6. Conditioned floor area above grade(ft2) 3738 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts I R ft2 7. Windows(804.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 150 a._U-Factor. Dbl,U=0.65 804.47 ft2 b.Sup: Attic,Ret:Bedrooms,AH:Bedrooms 6 270 SHGC: SHGC=0.30 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:16.00 b.Central Unit 60.0 SEER:16.00 c. U-Factor: N/A ft2 a SHGC: 13.Heating systems kBtu/hr Efficiency ii. U-Factor: N/A ft2 a.Electric Strip Neat 24.6 COP:1.00 SHGC: b.Electric Strip Heat 34.1 COP:1:00 Area Weighted Average Overhang Depth: 5.302 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems-Supplemental for addition` 8. Floor Types (3738.0 sqft.) Insulation Area a.Electric I Cap:80 gallons a.Crawlspace R=0.0 3738.00 ft2 b. Conservation features EF:2.300 b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 86.08 PASS Glass/Floor Area: 0.215 Total Standard Reference Loads: 110.61 1r- I hereby certify that the plans and specifications covered by Review of the plans and 0V-VHE ST,�� this calculation are in compliance with the Florida Energy specifications covered by this f� r Code. calculation indicates compliance PREPARED Y' S�f�__� fc%zF / with the Florida Energy Code. ^�f 4 r _ Before construction is completed "" DATE: l `G__ this'building will be inspected for / compliance with Section 553.908 C � 1 hereby certify that this building,-as designed, is in compliance" Florida Statutes. - with the Florida Energy Code. G'prj WF OWNER/AGENT:____._.__ _ _ BUILDING OFFICIAL: } _ DATE: _ _ _ --- -- -« DATE: i - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist i 7%1/2016 1:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 E r PROJECT Title: Remodeling at 9879 NE Rev Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3738 Lot# Owner: Almeida Barrantes Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case. No PlatBook: Builder Name: Rotate Angle: 0 Street: 9879 NE 13th Avenue Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 231000 Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL. 33138- New/Existing: Addition Comment: - CLIMATE IECC` Design Temp Int Design Temp Heatingy Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami -__FL_MIAMI_INTL_APlM 1� � 51 "�-90 70 75 �- 149.5 z --�~5t _ Low BLOCKS Number' Name Area Volume 1 Blockl 1353 12177 12 Block2 2385 21465 SPACES Number Name Area Y_ Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 11 Main 1353 12177 Yes 6 1 1 Yes Yes Yes 2 Bedrooms 2385 21465 No 5 4 1 Yes Yes Yes t FLOORS t y# Floor Type + Space_ Perimeter Perimeter R-Value Area Jois_t_R-VaI_u_e Tile Wood Carpet v11 Crawlspace Main 167.66 ft 0 1353 ftZ '^— 0 0 1 0 2 Crawlspace Bedrooms r 265.66 It 0 2385 ft2 0 0 1 0 ROOF, / Roof Gable Roof Solar, SA Emitt Emitt Deck Pitch, # Type Materials Area Area Color• Absor. Tested Tested Insul_ (deg) 1 Hip Flat tile/slate 3939 W 0 ftz Medium 0.72 No 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC __4,/_ 1 Full attic Vented 300 ~�s 3738 ftz�~ N N _ 4 i 7/1/2016 1:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software �F Page 2 of 6 t CEILING { # Ceiling Type Space R-Value Area Fram;ng Frac Truss Type J 1 'Under Attic(Vented) Main 30 1353 ft2 0.11 Wood. 2 Under Attic(Vented) Bedrooms 30 2385 ft2 0.11 Wood WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below #__Ornt-- To_.-WallType.__�_.__ -_R-Value_.Ft__-In.--__Ft--In_.-�-Area-____R-Value__Fraction._.Absoc_Grade%.� 1 S Exterior Concrete Block-int InsulBedrooms4.0999 94 8 8 6 804.7 W 0 0.75 0 2 E Exterior Concrete Block-Int InsulBedrooms 4.0999 18 3 8 6 155.1 ft2 F 0 0.75 0 3 N Exterior Concrete Block-Int InsulBedrooms 4.0999 13 11 8 6 118.3 ft2 0 0.75 0 J 4 N Exterior Concrete Block-Int InsulBedrooms 4.0999 42 9 8 6 363.4 ft2 0 0.75 0 +/ 5 N Exterior Concrete Block-Int InsulBedrooms 4.0999 6 8 6 51.0 ft2 0 -0.75 0 6 W Exterior Concrete Block-Int InsulBedrooms 4.0999 18 9 8 6 159.4 ft2 0 0.75 0 f 7 E Exterior Concrete Block-Int InsulBedrooms 4.0999 20 8 6 170.0 ft2 0' 0.75, 0 V 8 E Exterior Concrete Block-Int Insul Main 4.0999 12 1 8 6 102.7 ft2 0 0.75 0 9 S Exterior Concrete Block Int Insul Main 4.0999 4 4 8 6 36.8 ft2 0 0.75 0 10 E Exterior Concrete Block-Int Insul Main 4.0999 12 7 8 6 107.0 ft2 0 0.75 0 11 N Exterior Concrete Block-Int Insul Main 4.0999 56 5 8 6 479.5 ft2 0 0.75 0 12 S Exterior Concrete Block-Int Insul Main 4.0999 13 11 8 6 118.3 ft2 1 0 0.75 0 •✓ 13 S Exterior Concrete Block-Int Insul Main 4.0999 5 11 8 6 50.3 ft2 0 0.75 0 t j 14 W Exterior Concrete Block-Int InsulBedrooms 4.0999 19 6 8 6 165.8 ft2 0 0.75 0 k 15 N Garage Concrete Block-Int Insul Main 4.0999 25 5 8 '6 216.0 ft2 1.0 0.75 0 16 N Bedroom InteriorFrame-Wood Main 4.0999 30 9 8 6 261.4 ft2 0 0 0.75 0 17 W Exterior Concrete Block-Int Insul Main 4.0999 5 5' 8 6 46.0 ft2 01 0.75 0 + DOORS # Omt Door Type Space Storms U-Value Width Height Area _ Ft In Ft In ..-:_�.._.,..�.;___....._.._._ W - Wood Bedrooms None .46 ryas 1 7_ �35.6 ft2 i/ 2 N Wood Main None .46 3 7 2112 _ 3 W Wood Main None .46 2 5 7 16.9 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall a Overhang V # Orrit ID Frame Panes NFRC - U-Factor SHGC - Area Depth Separation Int Shade Screening 1 S 1 Metal Double(Clear) Yes 0.65 0.3 37.4 ft2 3 ft 0 in 2 ft 0 in Roller shade None V 2 S ,.1 Metal Double(Clear) Yes 0.65 0.3 21.0 ft2 3 ft 0 in 2 ft 0 in Roller shade None 3 S 1 Metal Double(Clear) Yes 0.65 0.3 64.8 ft2 3 ft 0 in 2 ft 0 in Roller shade None / 4 S 1 Metal Double(Clear) Yes 0.65 0.3 8.7 ft2 3 It 0 in 2 ft 0 in Roller shade None 5' S 1 Metal Double(Clear) Yes 0.65 0.3 28.0 ft2 3 ft 0 in 2 ft 0 in Roller shade None I V 6 S 1 Metal Double(Clear) Yes 0.65 0.3 21.0 ft2 3 ft 0 in 2 ft 0 in Roller shade Now f'✓ 7 E 2 Metal Double(Clear) Yes 0.65 0.3 81.7 ft2 8 ft 0 in 2 ft 0 in Roller shade None 8 N 3 Metal Double(Clear) Yes 0.65 0.3 28.0 ft2 3 ft 0 in 2 ft 0 in Roller shade None 9 N 4 Metal Double(Clear) Yes 0.65 0.3 32.4 ft2 3 ft 0 in 2 ft 0 in Roller shade None 10 N 5 Metal Double(Clear) Yes 0.65 0.3 26.7 ft2 25 ft 6 in 210 in Roller shade None 7/1/2016 1:53 PM EnergyGauge®USX'-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. 1 Wall Overhang # Ornt ID Frame, Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening - 11 W 6 Metal Double(Clear) Yes 0.65 0.3 32.4 ft2 3 ft 0 in 2 ft 0 in Roller shade None 12 E + 7 Metal Double(Clear) Yes 0.65 0.3 7.5 ft2 3 ft 0 in 2 ft 0 in Roller shade None - 13 E 8 Metal Double(Clear) Yes 0.65 0.3 58.9 ft2 3 ft 0 in 2 ft 0 in Roller shade None J 14 E 10 Metal Double(Clear) Yes 0.65 0.3 81.7 ft2 3 ft 0 in 2 ft 0 in Roller shade None _.1L 15 N 11 Metal Double(Clear) Yes 0.65 0.3 15.3 ft2 3 It 0 in 2 ft 0 in Roller shade None J 16 N 11 Metal° Double(Clear) Yes 0.65 0.3 21.0 ft2 3 ft 0 in 2 ft 0 in Roller shade None 17 N 11• Metal Double(Clear) Yes 0.65 0.3 52.4 ft2 3 ft 0 in 2 ft 0 in Roller shade None V ,18 N 11 Metal Double(Clear) Yes 0.65 0.3 6.7 ft2 3 ft 0 in 2 ft 0 in Roller shade None 19 S 13• Metal Double(Clear) Yes 0.65 0.3 28.0 ft2 25 ft 0 in 3 ft 0 in Roller shade None 20 W 14 Metal Double(Clear) Yes 0.65 0.3 75.8 ft2 6 ft 0 in 2 ft 0 in Roller shade None 21 E 7 Metal Double(Clear) Yes 0.65 0.3 75.3 ft2 3 ft 0 in 2 ft 0 in Drapes/blinds None 4 GARAGE # _ Floor Area _Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation --•_� 1 � 595.3364 ft2 _ 595.3364 ft2-y. �96 ft`--V-- ~.-11.66 ft INFILTRATION i i # Scope Method SLA CFM 50 Et.A EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 - 4902.4 269.14 506.15 .345 8.7434 HEATING SYSTEM # System Type Subtype _ Efficiency Capacity Ca acit Block _ _ _ i _Ducts _ 1 Electric Strip Heat None ^--COPA _ 24.55 kBtu/hr 1 ^4 sys#1� 2 Electric Strip Heat None COPA 34.1 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype _ Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split W SEER:16 36 kBtu/hr 1080 cfm 0.75 1 sys#1 2 Central Unit 'None SEER: 16 '60 kStu/hr 1800 cfm 0.75y 2 sys#2 HOT WATER SYSTEM 7- 7_ System-Type_ S_ubType Location EF `^ Cap Use SetPnt_ Conservation_ 1 Electric v~Heat Pump~Garage 2.3 80 gal �80 gal 120 deg None - t . I r a i t a • i t ? P 7/1/2016 1:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 I r { 1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None~ None ftz � DUCTS ` —Supply— - Return - Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool L/�1 Attic 6 150 ft2 AtticA 93.45 ft _ Default Leakage Main (Dbfauft) (Default) 1 1 V/ 2 Attic 6 270 ft2 Bedrooms 93.45 ft Default Leakage Bedrooms (Default) (Default) 2 2 ? TEMPERATURES Programable Thermostat:Y Ceiling Fans: , l Conlin [[ �Jan [[ �Feb ki Mar [ ]A r [[ ]].Ma X]Jun [X]Jul [X]Au Sep [ j Oct, [ j Nov [ ]Dec Heating (X]Jan [X)Feb Mar [ )APr )May t ]Jun ( ]Jul [ ]Aug Sep [_]Oct. (X]Nov [X)Dec Ventin [ JJ Jan [[ ]]feb Mar [Xj Apr ]]May [ J Jun [ ))Jul ( l Aug Se [x)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 7878 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 a 4 i 3 t r � i F f E i 1 r 7!1!2016 1:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 ` � r r FORM 405-10 Florida Code Compliance Checklist Florida Department of Business.and Professional Regulations , Residential Whole Building Performance Method f E DRESS: 9879 NE 13th Avenue PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION _ — SUMMARY OF REQUIREMENT(S) W_ ' CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and i doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: 1 gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& j 403.1 At least one thermostat shall be provided for each separate heating and controls l cooling system. Where forced-air furnace is'primary system, l programmable thermostat is required.,Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can _ J I meet the load. Y Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts.or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. i k z 403.3.3 r Building framing cavities shall not be used as supply ducts. I } ip Water heaters ` 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2.-Provide switch of clearly marked circuit breaker (electric)or shutoff(gas).-Circulating system pipes insulated_ to=R-2 +accessible manual OFF switch. YMechanical 403.5 6 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from-attics,crawlspaces, garages or outdoors adjacent t/ l } to pools or spas_ Swimming Pools ` 403.9 Pool pumps and pool`pump motors with a total horsepower(HP)of= 1 Spas HP shall have the capability of operating at two or more speeds. Spas # and heatedpools must have vapor-retardant covers or a liquid cover or / ¢ other means proven to,reduce heat loss except if 70% of heat from ✓ ' site-recovered energy. Off/timer switch required. Gas heaters minimum — l thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters _ E minimum COP=4.0 _ Cooling/heating 3 6 Sizing calculation performed&attached. Minimum efficiencies per i Tables 503.2.3. Equipment efficiency verification required. Special equipment l occasion cooling or heating capacity requires separate system or " variable capacity system. Electric heat>10kW must be divided into two r or more stages. . Ceilings/knee walls 405.2.1 R-19 space permitting. 7/1/2016 1:53 PM EnergyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software ' Page 6 of 6 l ENERGY PERFORMANCE LEVEL (EP(.) DISPLAY CARD 11111111111110 ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 9879 NE 13th Avenue, Miami Shores, FL,•33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2.,Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 2928.30 ft2 b.Interior Frame-Wood,Interior R=4.1 261.38 ft2 3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=4.1 216.04 ft2 4. Number of Bedrooms 5(2) d.N/A R= 1 ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 3738.00 ft2 6. Conditioned floor area(ft2) 3738 b.WA R= a ft2 7. Windows- Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.65 804.47 ft2 11.Ducts R ft2a.Sup:Attic,Ret:Attic,AH:Main 6 150 SHGC: SHGC=0.30 b.Sup: Attic,Ret:Bedrooms,AH:Bedrooms 6 270 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency a. U-Factor. N/A ft2 a.Central Unit 36.0 SEER:16.00 SHGC: b.Central Unit 60.0 SEER:16.00 d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat t24.6 COP:1.00 Area Weighted Average Overhang Depth: 5.302 ft. b.Electric Strip Heat ` 34.1 COPA.00 Area Weighted Average SHGC: 0.300 8...Floor Types Insulation Area 14.Hot water systems-Supplemental for addition a.Crawlspace R=0.0 3738.00 ft2 a.Electric Cap:80 gallons EF:2.3 b.N/A R= ft2 c.N/A ' R= ft2 b. Conservation features None 15.Credits Pstat r I certify that this home has complied with the Florida Energy Efficiency Code for Building RRE ST Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 0 Address of New Home: City/FL Zip: *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®,USA-FlaRes2010 Section 405.4.1 Compliant Software r t f TABLE 402.4.2 z AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 4 Project Name: Remodeling at 9879 NE Rev Builder Name: Street: 9879 NE 13th Avenue Permit Office: City,State,Zip: Miami Shores,FL,33138- Permit Number: Owner: Almeida Barrantes Jurisdiction: 231000 Design Location: FL,Miami i r: COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. / Breaks or joints in the air barrier are filled or repaired. ✓ j Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic),knee wall door, or drop down stair is sealed" Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. ' V Rim joists Rim joists are insulated and include an air barrier. L' Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. ` Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I I ;/ vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by ✓ sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spacesw- Recessed lighting. Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation ✓, extends behind piping and wiring. 1 i Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier sebaratinq them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. V Common wall Air barrier is installed in common wall between dwelling units. ✓ HVAC register boots HVAC register boots that penetrate building envelope are sealed to C subfloor or drVwall. Fireplace Fireplace walls include an air barrier. . N 4 1 EnergyGaugeS USA,-FlaRes2010 Section 405.4.1 Compliant Software E. 1 1 w- ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, BUILDING CHAPTER 26 COOLING LOAD CALCULATIONS: 1 REMODELING AND ADDITION AT: 9879 NE 13th Avenue AREA: 3,738 SQ.FT. t Miami Shores,FL 33138 DATE 07/01/18 COOLING LOAD CALCULATIONS:F. SUMMARY _ PER ACCA MANUAL"J' t CONDITIONS: INSULATION: 91 FDB,79 FWB,OUTSIDE WALLS R-4.1 76 FDB,50-60%RH,INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD, BTUH' SENSIBLE LATENT WALLS: Q=AREA'U(THER.COEFFJ'Tdeq -- Q= 2928.3 X 2.6 7614 Q= 477.42 X 1.2 573 DOORS: Q= 73.5 X 8.61 632 ROOF Q= 3738 X 1.4 5233 f SOLAR (DOUBLED TINTED GLASS) GLASS Q= AREA-FACTOR(OSF'SH.COEFF.) N 0= 202.7 X 25.938 5258 t W Q= 109.1 X 38.961 4251 E Q= 311 X 40.657 12644 S Q= 191.6 X 36.894 7069 INTERNAL HEAT GAIN: PEOPLE Q=#PEOPLE'FACTOR SEN. Q= 6 X 300 1800 LAT. Q= 6 X 230 1656 POWER Q=AREA'FACTOR(APPL.) Q= 3738 X 3 11214 TRANSMISSION: V Q=#PEOPLE'CFM'T.DIFF.'FACTOR), SEN. Q= 6 15 15 1.08 1458 Q=#PEOPLE'CFM'T.DIFF.'FACTOR) LAT. Q= 6 15 50 0.68 18360 DUCT HEAT GAIN: Q=FACTOR(R-6)'D.LGl100 Q= 1.4 1200 420 100 7056 4 t SENSIBLE TOTAL 64801 LATENT TOTAL 20016 t GRAND TOTAL(SEN.+LATENT}= 84817 t r Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations } Page 1 t • 1 a ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, BUILDING CHAPTER 26 COOLING LOAD CALCULATIONS: i HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW i 47FDB,OUTSIDE } HEATING: TRANSMISSION: i Q=AREA'FACTOR(U FACT.-TEMP DIFF.) t GLASS: Q= 804.47 X 29 23330' r i i WALLS: Q= 2928'.3 X 4 11713 ROOF: Q= 3738 X 0.9 3364 z VENTILATION: Q=FACTOR'CFM'T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.), i SENSIBLE: Q= 1.08 2925 0.4 23 21528 7535 t w HUM LOAD Q=FACTOR'SHD'CFM r Q= 0.67 10 2925 0.4 7839 DUCT HEAT LOSS Q=FACTOR(k-6)'D.LG/1000 Q= 1.4 900 420 ! 1000 529 t TOTAL 54310 OR 15.93 i EQUIPMENT SIZING: BASED ON THE CO EATINC�L D CALCS. USE(2)3&5 TONXC° jT9E'ddl7STj1fl 170,700 BTU SENS.(2925 CFM)(SEER-16)(109.1%) WITH STRIP H�j ! KW^h_ •°. 1�/ NOTE:OR EQ® QU ENT ,0 J / Cesar A.Mer Professional ear 1%.No 62 q- (305)484-7276 1 '• •°• '`' PROFEs�� i Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 2 I f ` 3 k ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, AMAIN CHAPTER 26 COOLING LOAD CALCULATIONS: REMODELING AND ADDITION AT: 9879 NE 13th Avenue AREA: 1,353 SQ.FT. Miami Shores,FL 33138 DATE: 07/01/16 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL"j;; s CONDITIONS: INSULATION: a 91 FDB,79 FWB,OUTSIDE. WALLS R4.1 76 FDB,50-60%RH,INSIDE ROOF R-30 s � TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREA-U(THER."COEFF.)'Tdeq — Q= 1290.2. X 2.6 3355 , { Q= 505.6 X 1.2 607 DOORS: Q= 38 X 8.6 327 4 ROOF Q= 1353 X 1.4 1894 J SOLAR (DOUBLED TINTED GLASS) GLASS Q= AREA'FACTOR(OSF•SH.COEFF.) NQ= 95.4 X 25.938 2474 1 W Q= 0 X 38.961 0 E Q= 140.6 X 40.657 5716 S Q= 28 X 36.894 1033 INTERNAL HEAT GAIN: l PEOPLE Q=#PEOPLE'FACTOR SEN. Q= 6 X 300 1800 t LAT. Q= 6 X 230 1656 e POWER Q=AREA-FACTOR(APPL.) Q= 1353 X 3 4059 TRANSMISSION: 0=#PEOPLE'CFM'T.DIFF.-FACTOR) SEN. Q= 6 15 is 1.08 1458 Q=IPEOPLE'CFM•T.DIFF.-FACTOR) ' LAT. Q= 6 15 50 0.68 '11352.6 DUCT HEAT GAIN. Q=FACTOR(R-6)'D.LG/100 Q= 1.4 1200 150 100 2520 - SENSIBLE TOTAL 25243 LATENT TOTAL 13009 GRAND TOTAL(SEN.+LATENT)= 38252 , 1 Manual J:8th Edition f Residential Heat Loss and Heat Gain Calculations Page 3 F Y ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, MAIN CHAPTER 26 COOLING LOAD CALCULATIONS: HEATING LOAD CA(_CULATIONS: CONDITIONS: 70FD8,INSIDE s. HEATING LOAD,KW 47FDB,OUTSIDE , Y HEATING: TRANSMISSION: Q=AREA-FACTOR(U FACT.-TEMP DIFF.) ' GLASS: Q= 416.2 X 29 12070 t' WALLS: Q= 1290.2 X 4 5161 tyy h ROOF: Q= 1353 X 0.9 1218 f . . f VENTILATION: Q=FACTOR'CFM'T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.) SENSIBLE: Q= 1.08 1175 0.4 23 - 9837 1838 t HUM LOAD Q=FACTOR•SHD'CFM Q= 0.67 10 1175 0.4 3149 DUCT HEAT LOSS 0=FACTOR(R-6)'D.LG/1000 Q= 1.4 900 150 / 1000 189 TOTAL 23624 OR 6.93 EQUIPMENT SIZING: BASED ON THE COOL HS"4b' ING LOAD CALCS. t USE 3 TON A/C U ?� f9RAH T � /29,000 BTUH SENS.(1200 CFM)(SEER-16.0)'(114.88%) I RHEEM 16AJL3 C.U.&•RHPkt HM35 AIR HANDLER WITH STRIP •• I NOTE:OR E QU ENT••• r b� s V bti t Cesar A.M � Professiona Inger L c. No (305)484-72 •• co10 OQ�•. I h��70FESS x I Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 4 t r ' r a t i 1 I ASHRAE HANDBOOK.2004 FUNDAMENTALS VOLUME, BEDROOMS a CHAPTER 26 COOLING LOAD CALCULATIONS: REMODELING AND ADDITION AT: 9879 NE 13th Avenue AREA: 2,385 SQ.FT. Miami Shores,FL 33138 DATE: 07/01/16 COOlJNG'LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL"J" ` CONDITIONS: INSULATION: 91 FDB.79 FWB,OUTSIDE WALLS RA.1 76 FDB,50-60%RH.INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD. BTUH SENSIBLE LATENT WALLS: Q=AREA-U(THER.COEFF.)`Tdeq - --- �— 8 Q= 1812.2 X 2.6 47112 k Q= '505.6 X 1.2 607 DOORS: a Q= 35.6 X 8.6 306 ROOF Q= 2385 X 1.4 3339 i SOLAR (DOUBLED CLEAR GLASS) GLASS Q= AREA'FACTOR(OSF'SH.COEFF.) N Q= 87.1 X 25.938 2259 W Q= 183.5 X 38.961 7149 E- Q= 170.9 X 40.657 6948 I S Q= 179.4 X 36.894 6619 L INTERNAL HEAT GAIN: i PEOPLE Q=#PEOPLE'FACTOR A SEN. Q= 5 X 300 1500 LAT. Q= 5 X 230 1380 i POWER Q=AREA'FACTOR(APPL.) Q= 2385 X 1 2385 > a TRANSMISSION: i Qa4PEOPLE'Cf M'7.DI FF.•FACTOR) l SEN. Q= 5 15 15 1.08 1215 Q=4PEOPLE'CFM'T.DIFF.-FACTOR) LAT. Q= 5 15 50 0.68 14407.5 DUCT HEAT GAIN: Q=FACT0R(R-6)•D.LG/100 Q= 1.4 1200 270 100 4536 i SENSIBLE TOTAL 41575 LATENT TOTAL 15788 l GRAND TOTAL(SEN.+LATENT)= 57363 } J F 1 ,Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 5 1 l t ( S ± ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, BEDROOMS CHAPTER 26 COOLING LOAD CALCULATIONS'. ± i - I HEATING LOAD CALCULATIONS: ± CONDITIONS: 701FDB,INSIDE HEATING LOAD,KW 1 ± 47FDI3,OUTSIDE HEATING: TRANSMISSION: Q=AREA'FACTOR(U FACT.-TEMP DIFF.) GLASS: Q= 630.9 x 29 18296 WALLS: Q= 1967.7 x 4 7951 ROOF: Q= 2385 x 0.9 2147 VENTILATION: Q=FACTOR'CFM`T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.) • SENSIBLE: r { Q=. 1.08 1725 0.4 23 16044 1096 1 HUM LOAD Q=FACTOR•SHD'CFM Q= 0.67 10 1725 0.4 4623 DUCT HEAT LOSS Q=FACTOR(R-6)-D.LG/1000 Q= 1.4 900 270 1 1000 340 `i ?, TOTAL 34453 OR 10.10 EQUIPMENT SIZING: t BASED ON THE COOLIN I D CALCS. USE 5 TON A/C UNIT Or! L/4 %499 BTUH SENS.(1725 CFM)(SEER-16.0)(100.3%) RHEEM 16AJL60A0 8�R'N•pl�k{M6bUJA*F4#jANDLER WITH STRIP HEAT NOTE:OR EQUIV •f:EQ�IIPMnEh • J bV Cesar A.Me Professional nr LiC No 621 de f••J�. k (305)484-7276OFEW It •. Q „ i tt A •• 3 Manual J:8th Edition Residential Heat Loss and Heat Gain Calculations Page 6 • t