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05-158-000FORM 60OA-2001 AP FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SOBERON26 RESIDENCE Builder: Address. DAVIS GARDENS LOT 26 Permitting Office: SOUTH MIAMI City, State- SOUTH MIAMI, FL Permit Number: Owner: Jurisdiction Number: 233300 Climate Zone: South 1� I New constructi3n or existing New _ 12 Cooling systems 2 Single family or multi -family Single family _ a Central Unit Cap 40 5 kBtu/ it 3 Number of units, if multi -family I _ SEER I 1 10 4 Number of Bedrooms 4 _ b Central Unit Cap 46 5 IcBtu/hr _ 5 Is this a worst case9 No _ SEER 11 50 _ 6 Conditioned floor area (ft) 3208 ft' c N/A 7 Glass area & type Single Pane Double Pane _ _ a Clear glass, default U-factor 508 0 ft' 0 0 ft' _ 13 Heating systems b Default tint 0 0 ft' 0 0 ft' _ a Electnc Stnp Cap 34 1 kBtu/hr c Labeled U or SHGC 0 0 ft' 0 0 ft' COP 100 8 Floor types _ b Electric Stnp Cap 34 1 kBtu/hr _ a Slab -On -Grade Edge Insulation R=0 0, 167 0(p) ft _ COP 1 00 _ b Raised Wood, Adjacent ft' _ c N/A _ c N/A _ 9 Wall types _ 14 Hot water systems a Concrete, Int Insul, Exterior R=5 0, 3693 4 ft' _ a Electnc Resistance Cap 66 0 gallons _ b N/A _ EF 0 88 _ c N/A _ b N/A _ d N/A e N/A c Conservation credits _ 10 Ceding types _ (HR-Heat recovery, Solar a Under Attic R=19 0, 2084 0 ft' _ DHP-Dedicated heat pump) b N/A _ 15 HVAC credits MZ-C, PT, MZ-H _ c N/A (CF-Ceding fan, CV -Cross ventilation, 11 Ducts _ HF-Whole house fan, a Sup Unc Ret Con. Ali* Intenor Sup R=6 0, 108 0 ft _ PT -Programmable Thermostat, b Sup Unc Ret Con AH Intenor Sup R=6 0, 98 0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 46364 PASS Total base points50353 I hereby certify that �tpe lan and'specifications covered by this calculatii - Vith the Florida Energy Code �� f E ►i A ,, PREPAREQ DATE: I hereby certify that this building,tkas,.c{es;igl , is in compliance with j4W,Florida-Energy.CQh'` OWNER/AGEN i f � DATE: - " r Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be jpspeQted for. compliance with Section-553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT #: " BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3208.0 32.50 18766.8 Single, Clear N 120 80 280 3646 067 6794 Single, Clear N 15 85 280 3646 097 9928 Single, Clear N 00 00 98 3646 100 3573 Single, Clear N 15 5.5 562 3646 093 19051 Single, Clear N 15 6.0 180 3646 094 6172 Single, Clear N 0.0 00 180 3646 100 6563 Single, Clear E 130 80 280 7871 043 9434 Single, Clear E 0.0 00 187 78.71 100 14735 Single, Clear E 00 00 27.0 7871 100 21252 Single, Clear E 1.5 55 562 78.71 090 39877 Single, Clear E 1.5 58 270 7871 091 19344 Single, Clear S 3.5 65 270 66.93 065 11789 Single, Clear S 00 00 187 6693 100 12529 Single, Clear S 15 55 562 6693 085 32000 Single, Clear S 45 80 280 6693 064 11985 Single, Clear S 1 5 28 71 6693 065 3082 Single, Clear S 15 28 105 6693 065 4558 Single, Clear S 00 00 270 6693 100 18070 Single, Clear W 1 5 55 18.7 7053 090 11918 As -Built Total: 508.0 26265.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 50 36934 2 00 73868 Extenor 3693.4 2.70 9972.2 Base Total: 3693.4 9972.2 As -Built Total: 3693.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = P q394 Adjacent 00 000 00 Extenor Wood 420 940 Exteror 420 6.40 268.8 Base Total: 42.0 268.8 As -Built Total: 42.0 394.8 ' CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 20840 280 5835 2 Under Attic 19 0. 20840 3 72 X 1 OQ 77525 Base Total: 2084.0 5835.2 As -Built Total: 2084.0 7752.5 EnergyGauge® DCA Form 600A-2001 EnergyGaugeSVFIaRES'2001 FLRCSB J3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT # BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167 0(p) -20.0 -3340 0 Slat}On-Grade Edge Insulation 0 0 167 0(p -20 00 -3340 0 Raised 328.0 -2 16 -708 5 Raised Wood, Adjacent 00 3280 340 11152 Base Total: -4048.5 As -Built Total: 495.0 -2224.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 32080 1879 602783 32080 1879 602783 Summer Base Points: 91072.8 Summer As -Built Points: 99853.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 998532 0 466 (1.067 x 1 165 x 0 90) 0 307 0 902 144181 998532 0 534 1 (1 067 x 1 165 x 0 90) 0 297 0 902 159784 91072.8 0.4266 38851.7 99853.2 1.00 1.119 0.301 0.902 30387.0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugaWlaRES'2001 FLRCSB V3 30 V FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT #. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3208.0 2.36 1362.8 Single, Clear N 120 80 280 603 096 1618 Single, Clear N 15 85 280 603 100 1681 Single, Clear N 00 00 98 603 100 591 Single, Clear N 15 55 562 603 099 3356 Single, Clear N 15 60 180 603 099 1077 Single, Clear N 00 00 180 603 100 1086 Single, Clear E 130 80 280 477 1 19 1589 Single, Clear E 00 00 187 477 100 893 Single, Clear E 00 00 270 477 100 1288 Single, Clear E 15 55 562 477 102 2742 Single, Clear E 1.5 58 270 477 102 1317 Single, Clear S 35 65 270 449 1 15 1398 Single, Clear S 0.0 00 187 449 100 841 Single, Clear S 15 55 562 449 103 2587 Single, Clear S 45 80 280 449 1 16 1466 Single, Clear S 1 5 28 71 449 1 16 369 Single, Clear S 15 28 105 449 1 16 545 Single, Clear S 00 00 270 449 100 1213 Single, Clear W 15 55 187 549 100 1027 As -Built Total: 508.0 2W8.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 00 0.00 00 Concrete, Int Insul, Extenor 50 36934 090 33241 6denor 36934 0.60 2216.0 Base Total: 3693.4 2216.0 As -Bulk Total: 3693.4 3324.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 000 00 Extenor Wood 420 280 117 6 E)denor 420 1.80 756 Base Total: 42.0 75.6 As -Built Total: 42.0 117.6 -CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 20840 010 208.4 Under Attic 190 20840 0 14 X 1 00 2918 Base Total: 2084.0 208.4 1 As-BuiR Total: 2084.0 291.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauget/FIaRES'2001 FLRCSB N3 30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167 0(p) -2 1 -350 7 Slat -On -Grade Edge Insulation 0 0 167.0(p -2 10 -350 7 Raised 3280 -028 -91 8 Raised Wood, Adjacent 00 3280 1 70 5576 Base Total: -442.5 As-BuIR Total: 495.0 2016.9 INFILTRATION Area X BWPM = Points Area X WPM = P 3208.0 -006 -192.5 32080 -006 - Winter Base Points: 3227.8 Winter As -Built Points: 6416.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 64164 0 500 (1 085 x 1 137 x 0 91) 1 000 0 902 32504 64164 0 500 (1 085 x 1 137 x 0 91) 1 000 0 902 32504 3227.8 0.6274 2025.1 6416.4 1.00 1.123 1.000 0.902 6500.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeg/FlaRES'2001 FLRCSB v 3 30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS- DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT # BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 236900 94760 660 088 4 100 236900 100 94760 As -Built Total: 9476.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 38852 2025 9476 50353 30387 6501 9476 46364 PASS Q.9It-f Z EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3 30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, PERMIT # 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE I CHECK Exterior Windows & Doors 6061 ABC 1 1 Maximum 3 cfrn1sq ft window area 5 cfm/sq ft door area Exterior & Adjacent Walls 606 1 ABC 1 2 1 Caulk, gasket, weatherstrip or seal between windows/doors & frames, surrounding wall, foundation & wall sole or sill plate, joints between exterior wall panels at corners, utility penetrations, between wall panels & top/bottom plates, between walls and floor ✓ EXCEPTION Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate Floors 606 1 ABC 1 2 2 Penetrations/openings >1/8" sealed unless backed by truss or joint members EXCEPTION Frame floors where a continuous infiltration barrier is installed that is sealed ✓ to the perimeter, penetrations and seams Ceilings 606 1 ABC 1 2 3 Between walls & ceilings, penetrations of ceding plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate, attic access EXCEPTION Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams Recessed Lighting Fixtures 606 1 ABC 1 24 Type IC rated with no penetrations, sealed, or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation, or Type IC rated with < 2 0 cfm from ✓ conditioned space, tested Mut4-story Houses 606 1 ABC 1 2 5 Air bamer on perimeter of floor cavity between floors Additional Inflltration reqts 606 1 ABCA 3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, have combustion air RA-22 ATHFR PRFSC:RIPTIVF MFOCI IRFC /miict ha mot nr nvnmrlrarl hu i2II racirinnrrnc 1 COMPONENTS SECTION REQUIREMENTS I CHECK Water Heaters 6121 Comply with efficiency requirements in Table 6-12 Switch or clearly marked circuit breaker electric or cutoff as must be provided External or built-in heat trap required Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated) Non-commercial pools I must have a pump timer Gas spa & pool heaters must have a minimum thermal NA efficiency of 78% i Shower heads 6121 Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG Air Distribution Systems 6101 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Ducts in unconditioned attics R-6 min insulation HVAC Controls 607 1 Separate readily accessible manual or automatic thermostat for each system Insulation 604 1, 602 1 Ceilings -Min R-19 Common walls -Frame R-11 or CBS R-3 both sides ✓ Common ceiling & floors R-11 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3 30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score, the more efficient the home. , DAVIS GARDENS LOT 26, SOUTH MIAMI, FL, 1 New construction or existing New _ 12 Cooling systems 2 Single family or multi -family Single family _ a Central Unit Cap 40 5 IcBtu/hr _ 3 Number of units, if multi -family 1 _ SEER 1 110 4 Number of Bedrooms 4 _ b. Central Unit Cap 46 5 IcBtu/hr _ 5 Is this a worst case? No _ SEER 11 50 _ 6 Conditioned floor area (ft2) 3208 ft' c N/A _ 7 Glass area & type Single Pane Double Pane _ a Clear - single pane 508 0 ft' 0 0 ft' _ 13 Heating systems b Clear - double pane 0 0 ft' 00 ft' _ a Electric Strip Cap 34 1 IcBtu/hr _ c Tuit/other SHGC - single pane 0 0 ft' 0 0 ft' _ COP 1 00 d Tint/other SHGC - double pane b Electric Strip Cap 34 1 IcBtu/hr _ 8 Floor types _ COP 1 00 a Slab -On -Grade Edge Insulation R=0 0, 167 0(p) ft _ c N/A _ b Raised Wood, Adjacent R=0 0, 328 Oft' _ c N/A 14 Hot water systems 9 Wall types _ a Electric Resistance Cap 66 0 gallons a Concrete, Int Insul, Exterior R=5 0, 3693 4 ft' _ EF 0 88 _ b N/A _ b N/A c N/A d N/A _ c Conservation credits _ e N/A (HR-Heat recovery, Solar 10 Ceding types _ DHP-Dedicated heat pump) a Under Attic R=19 0, 2084 0 ft' _ 15 HVAC credits MZ-C, PT, MZ-H b N/A _ (CF-Ceiling fan, CV -Cross ventilation, c N/A HF-Whole house fan, 1 I Ducts _ PT -Programmable Thermostat, a Sup Unc Ret Con AH Interior Sup R=6 0, 108 0 ft _ MZ-C-Multizone cooling, b Sup Unc Ret Con AH Interior Sup R=6 0, 98.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building 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. / o er Si e: � Date: Address of New Home: City1FL Zip: *NOTE: The home's estimated energy per score is only available through the FL-AIRESL6mfiu7srrprogram This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergySta' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy tra ge Rating Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.30) FORM J-1 Including Calculation Procedures A, B, C, D Copyright by the Plan No. Air Conditioning Contractors Date of America Calculated by 1513 16th Street, N.W. Washington, D.C. 20036 Printed In U.S.A. 1986 WORKSHEET FOR MANUAL J LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Name 50BERo 2E6iDENCE _ LOT- 2�, Address H IHo,5A Cr — DAV15 GA/ZDGt-35 City and State or Province M I A M 1) F L. By: Contractor Address City Design Conditions Winter , Summer , OF O OF 11_ Outside db -OF Inside db Outside db Inside db OF Winter Design Temperature Difference-2 3 OF Summer Design Temperature Difference 15 ° F Room RH 50 Daily Range 15 L_ Heating Summary Total Heat Loss for Entire House (Line 15) = 5 E E A TTA C H E�' 5LJ H M A (Z-/ Btuh Ventilation CFM = Winter Design Temperature Difference = ° F Heat Required for Ventilation Air = 1.1 X CFM X OF = Btuh Design Heating Load Requirement = (house) (Vent) = Btuh Cooling Summary 50 A�TFAC HIED, 5v H MA K f Total Sensible Gain Btuh (Calculation Procedure D) Design Temperature Swings Total Latent Gain + Btuh (Calculation Procedure D) Normal 30 (✓) 4.5° ( ) Total = Sens. + Lat. = Btuh Ventilation CFM = Equipment Summary 5 C t= A7"AC H Et> Sv H H AtRY Make Model Type Heating Input (Btuh) Heating Output (Btuh) Efficiency Sensible Cooling (Btuh) Latent Cooling (Btuh) Total (Btuh) COP/EER/SEER/HSPF Cooling CFM Heating CFM Space Thermostat Heat ( ) Cool ( ) Heat/Cool ( ) Night Setback ( ) Construction Data _ Windows 5) �) GLt_ - GLEA iK Floor _ Partitions_ Doors V`!00 p Walls L Basement Walls Roof Ground Slab LD R ET E Ceiling m J. SQBERON RESIDENCE - LOT 26 EQUIPMENT PERFORMANCE SUMMARY AC EQUIPMENT SCHEDULE MANUFACTURER: RHEEM SYSTEM NO. AC-1/CU-1 COND. UNIT MODEL AHU MOCEL SEER VOLTAGE CFM COOL-ARI TC COOL-ARI SC HEAT KW AHU FAN HP COND UNIT MCA COND UNIT MAX FUSE RALC042JAZ RBHC21-RCRA48AI 11.1 208/1/60 1400 40500 28600 10 1/3 26 45 AC-2/CU-2 RAMC048JAZ RBHC21-RCBA4882 11.5 208/1/60 1600 46500 32700 10 1/3 27 45 f •��r'i' 1 1\VIC. 1 VJC ..rMLV VL••.V\ f�V Vlvvr v Name of Room ,� �rvvr. ..� - -- Entire House 1 Ac- I 1 sr FL 2AC; Z V� IL' - -- 3 4 5 ._ 2 Running Ft Exposed Wall I - 3 Room Dimensions, Ft 153 �2 4 Ceiling Ht, Ft TYPE Directions Room Faces Area br Length Btuh 11 2 Area or Length NO(M-t Btuh p0 1• 11 Area or Length gt HO2 Btuh Area or Length g Btuh Area or Length g Btuh Area or Length Bt OF EXPOSURE Const. No. HTM Htg Clg Htg Clg Htg g CI B Htg g Cl g HtgCl g Htg Htg Clg . 5 Gross Exposed Walls and Partitions e 14-3 2 b ` t - F_ - c d 20- 2- 4414 =.; - ; 2'6 a 61 s Windows and Glass Doors (Heating) a G Z„j, b " c ` d 7 Windows and Glass Doors (Cooling) North 21 83. 0 r r t 22 bj 6Z64- Zfl 74. 4" Ell � � 129' " ` ;' ;' � zoog 49 5'61 w ' E & W or NE & NW South or SE & SW j 44- _ i 7 3,"1 CAS% - - -- -- Other 8 Other Doors 10.p G j o 463o 15'59 46o8 b - 9 Net Exposed Walls and Partitions a I dB 2, Z•2 2b4• b c d 6 IB31 38 10 Ceilings a 1 6 D I, 2, 411 4S3 `i 48 b' 11 12 Floors a 2oq b Infiltration HTM 4 b. S, — �- — 32a 2o34- I-M SC EF AACD vis. L 2591 5186 69 ` �3 ' 13 Sub Tot Btuh Loss =6+8+9+10+11+12 Duct. Btuh Losszo �p I S$ 14 4P Qj 12-00 15 Total Btuh Loss = 13+14 3oa� 16 People 0 300 and Appliances 1200 6P 12 82 17 Sensible Btuh Gein= z+e+e+io+i�+iz++s ': 22144 22 14 2J 18 - 18 Duct Btuh Gain ID % 77 06 19 Totnl risible Gain = 17418 n 213 Ifs Calculation Procedures A,B,C,D 5ost KD►.1- �T�6 Procedure A - Winter Infiltration HTM Calculation 1, Winter Infiltration CFM I �1 ACIHR x ` �4— Cu. FT. x 0.0167 = 3 14- CFM Volume 2. Winter Infiltration Btuh 1.1 x CFM x 23 Winter TD = 1144- Btuh 3. Winter Infiltration HTM Btuh + 245' 2 Total Window = 32' 4 HTM & Door Area Procedure B - Summer Infiltration HTM Calculation 1. Summer Infiltration CFM • 5 AC/HR x Q¢ Cu. FT. x 0.0167 = 1 S, CFM Volume 2. Summer Infiltration Btuh 1.1 x CFM x S Summer TD = 2S� Btuh 3. Summer Infiltration HTM Btuh + 24 s' 2 Total Window = �' HTM 8 Door Area Procedure C - Latent Infiltration Gain r eq 0.68 x `S6 gr. diff. x �� , CFM Summe S 1 1 Biuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x --!Vent. CFM x Summer TD =— Btuh Sensible Load for Structure (Line 19) + U 5 Btuh Sum of Ventilation and Structure Loads = Z4.3a Btuh Rating f1 Temperature Swing Multiplier* x — RSM Equipment Sizing Load • Sensible = 2A 35T3 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x Vent CFM x gr diff 6 = Btuh Btuh Internal Loads =• 230 x No. People + Infiltration Load From Procedure C +_ Btuh Equipment Sizing Load — Latent — Btuh-.,. * Refer to Table 6 Calculation Procedures A,B,C,D so6E2oo - L-ri 2b AC-1 Procedure A '• Winter Infiltration HTM Calculation 1, Winter Infiltration CFM * $ ACIHR x 15 3 1 6 Cu. FT. x 0.0167 = 205 CFM Volume 2. Winter Infiltration Btuh 1.1 x 1 ? 0 5 CFM x Z 3 Winter TD =J_"� Btuh 3. Winter Infiltration HTM Btuh + 6 Total Window = 1T,3 HTM & Door Area Procedure B • Summer Infiltration HTM Calculation 1. Summer Infiltration CFM • 4- ACIHR x 15c3 1 Cu. FT. x 0.0167 = 3 CFM Volume 2. Summer Infiltration Btuh 1.1 x 10 3 CFM x Summer TD = _ Btuh 3. Summer Inflltration HTM Btuh + 2b Total Window r b ' 3 HTM & Door Area Procedure C • Latent Infiltration Gain Summer 0.88 x 56 gr. diff x CFM = 2 Z Biuh Procedure D • Equipment Sizing LoadS 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x Vent. CFM x SummerTD = 'r Btuh Sensible Load for Structure (Line 19) + 27 VP Btuh Sum of Ventilation and Structure Loads = 27 Btuh Rating & Temperature Swing Multiplier* x RSM Equipment Sizing Load - Sensible �_ = 7160Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x Vent. CFj x gr. diff. _ — Btuh Btuh Internal Loads =• 230 x No. People + Infiltration Load From Procedure C + Btuh Equipment Sizing Load — Latent —A Pj 4 1 8tuh•• * Refer to Table 6 FORM J-1 Including Calculation Procedures A, B, C, D Copyright by the Alr Conditioning Contractors of America 1513 161h Street, N.W. Washington, D.C. 20036 Printed In U.S.A. 1986 Plan No. ' Date Calculated by WORKSHEET FOR MANUAL J LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Name 50$EXc) kE6IDENCE — LOT Z� Address H I No,5A Gr -DAVIS GA gDEh15 City and State or Province I I I A M I., FL, , By: Contractor Address City Design Conditions Winter 4 Summer -7O OF r7 OF is OF Outside db -OF Inside db Outside db Inside db Winter Design Temperature Difference 2 3 OF Summer Design Temperature Difference l > ° F Room RH 5 Daily Range 15 L- Heating Summary Total Heat Loss for Entire House (Line 15) = 5 E E A TTA C N LL M M i4fZ� Btuh Ventilation CFM = Winter Design Temperature Difference = ° F Heat Required for Ventilation Air = 1.1 X CFM X ° F = Btuh Design Heating Load Requirement = (house) (Vent) = Btuh Cooling Summary 6EE A TA(f HE]> 5L) H HA Kf Total Sensible Gain Btuh (Calculation Procedure D) Design Temperature Swings Total Latent Gain + Btuh (Calculation Procedure D) Normal 30 (✓) 4.5° ( ) Total = Sens. + Lat. = Btuh Ventilation CFM = Equipment Summary 5 E E A7 -Ac H ED 5L) H H ARY Make Model Type Heating Input (Btuh) Heating Output (Btuh) Efficiency Sensible Cooling (Btuh) Latent Cooling (Btuh) Total (Btuh) COP/EER/SEER/HSPF Cooling CFM Heating CFM Space Thermostat Heat ( ) Cool ( ) Heat/Cool ( ) Night Setback ( ) Construction Data _ Windows 5) ►J GLC - CL64�K Floor _ Partitions 5�D DR�(t�1ALL Doors �V oo i) Walls C Basement Walls ' °.g .r Z Roof 7-1 LE7 Ground Slab GD t� C (Z ET E Ceiling �st��- x- GYP 8b $OBERON RESIDENCE - LOT 26 EQUIPMENT PERFORMANCE SUMMARY AC EQUIPMENT SCHEDULE MANUFACTURER: RHEEM SYSTEM NO. AC-1/CU-1 COND. UNIT MODEL RALC042JAZ AHU MOCEL RBHC21-RCHA48A1 SEER 11.1 VOLTAGE 208/1/60 CFM 1400 COOL-ARI TC 40500 COOL-ARI SC 28600 HEAT KW 10 AHU FAN HP 1 /3 COND UNIT MCA 26 COND UNIT MAX FUSE 45 AC-2/CU-2 RAMC048JAZ RBHC21-RCBA4882 11.5 208/1 /60 1600 46500 32700 10 1/3 27 45 I 'Name of Room vV `^ ' ,vv`vv V Entire House 5r FL 2,c (- 2 2,►O FL. 3 4 5 2 Running Ft Exposed Wall 1 4p, L-7 I v I 3 Room Dimensions. Ft 3�, 4 Ceiling Ht. Ft TYPE OF EXPOSURE Directions Room Faces Const HTM No. Htg Clg Area br Length Btuh 1 �0 rea or Length NOMT1-t Btuh 9' Area or Length NO2 Btuh Area or Length Btuh Area or Length Btu h Area or or Length Bt Htg Clg Htg Clg Htg Clg Htg Clg Htg Clg Htg a 5 Gross Exposed a (4-3 Walls and c i Partitions 6 Windows and Glass Doors a b I (� ; ZD3.2 46q 4 2'6 a GI i g t t t c (Heating) d 7 Windows and Glass North 2 83. 0 c 22 63 62�04- -74. j:l Z009 49 r• ,,: E & W or NE & NW j 13�, Doors (Cooling) South or SE & SW 4.4- 561 _ -- -- Other 8 Other Doors to D Io, 4. 4.2 38(o 431 9 Net Exposed Walls and Partitions a 14.5 2.19 2.2 I 21D4. 6 1 oS 4b3o n9 46o8 b - b c d 9 48 6 18 3 46 3$ 10 Ceilings a 2.3 412 4S3 328 203¢ 1 11 Floors e 20A , 6. S. - — b 41 W 51816 69 12 Inf(ltration HTM S AZ 24S2 44 251 .. 13 Suh Tot Btuh Loss = 6+8+9+ 10+ I 1 + 12 ` tQ1 14 1 Duct Btuh Loss % v 15 Total Btuh Loss = 13+14 , r9f 1,F People ® 300 and Appliances 1200 6% 12 30007 4P 1 20o 17 Sensible Btuh Gain= 7+6+9+,o+n+u++6 ; '; 22144 2214 2� 18 - IS ,Duct Btuh Cain 1 O % 19 Total ensible Gain = 17-4-18 243 77 '" I M1 Calculation Procedures A,B,C,D 5o&E RDA..►- L-OT16 I A,/ Procedure A - Winter Infiltration HTM Calculation ' 1. Winter Infiltration CFM ACIHR x ' 8 8 04- Cu. FT. x 0.0167 = 3 1¢ CFM Volume i 2. Winter Infiltration Btuh 1.1 x CFM x 23 Winter TD = 114 4 Btuh 3, Winter Infiltration HTM A Btuh + 24J. 2 Total Window = 32' `� HTM & Door Area Procedure B - Summer Infiltration HTM Calculation 1. Summer Infiltration CFM • 5 AC/HR x O¢ Cu. FT. x 0.0167 = 15 --ICFM Volume 2. Summer Infiltration Btuh 1 A x CFM x � 5 Summer TD = 2� Btuh 3. Summer Infiltration HTM _+ Btuh + 24 S� 2 Total Window HTM & Door Area Procedure C - Latent Infiltration Gain q ^I q 0.88 x �6 gr. dlff. x , , CFM = Summer 5 I { 1 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x --- Vent. CFM x ` Summer TD =—,—� Btuh Sensible Load for Structure (Line 19) + Btuh Sum of Ventilation and Structure Loads = Z4—a Btuh Rating & Temperature Swing Multiplier* x RSM Equipment Sizing Load . Sensible = Btuh 2. Latent Sizing Load Latent Ventilation Load 0 68 x ~ Vent. CFM x gr. diff. 6 = Btuh Internal Loads = 230 x No. People + , Btuh Infiltration Load From Procedure C +— Btuh Equipment Sizing Load — Latent — .Btuh . _�, * Refer to Table 6 Calculation Procedures A,B,C,D 5o6E2oN -L6T26 Procedure A'- Winter Infiltration HTM Calculation 1, Winter Infiltration CFM ACIHR x 1 6 Cu. FT. x 0.0167 = 205 CFM Volume 2. Winter Infiltration Btuh 1.1 x CFM x 23 Winter TD = �1 V Btuh 3. Winter Infiltration HTM Btuh + 6 D Total Window = i T. 3 HTM & Door Area Procedure B - Summer Infiltration HTM Calculation 1. Summer Infiltration CFM _ 4- ACIHR x 1.� 3 1 �o Cu. FT. x 0.0167 = 101 CFM Volume 2. Summer Infiltration Btuh 1.1 x CFM x Summer TD = 16 q Btuh 3. Summer Infiltration HTM Btuh + 2 6 a Total Windwk b ' 3 HTM & Door Area Procedure C - Latent Infiltration Gain Summer �7 0.88 x s6 gr. diff, x Ir D CFM = U 2 Biuh Procedure D - Equipment Sizing L080S 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x Vent. CFM x Summer TD = 'T Btuh Sensible Load for Structure (Line 19) + % 06, Btuh Sum of Ventilation and Structure Loads = 2 �c b Btuh Rating & Temperature Swing Multiplier* x,�.�,��— RSM Equipment Sizing Load - Sensible . = �! "� Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x Vent. CFKjX gr. diff. _ = Btuh Btuh Internal Loads =• 230 x No. People + Infiltration Load From Procedure C -� a�� ' + Btuh Equipment Sizing Load —Latent - Z Btuh -•_�. ..-w ^� * Refer to Table 6 ..9*" . c t-ry CF 'SouT�l MtaM I BUILDING DEPARTMENT 11bUb b W 26 Street MIAMI, FLORIDA 33175 THE FLORIDA BUILDING CODE I (we) have been retained by Jose Sa rs62 services under the Flor))'da B ilding Code at the OZ HI/i�osd to perform special inspector structures as of -2- (! 0'/ a S T project on the below listed State of Florida. (date). I am a registered architect or professional engineer licensed in the PROCESS NUMBERS: N SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 'SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH 2319 17 2 4 2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2218 2 ❑ SPECIAL INSPECTOR FOR STEEL FRAMING, FBC 2218.2 'SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3 1 ❑ SPECIAL INSPECTOR FOR PRECAST ATTACHMENTS PER FBC 1927 12 2 Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 2. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representatrve is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor I, (we) will notify Miami -Dade County Building Department of any changes regarding authonzed personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site —for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit 1 will submit to -the Building Inspector at the time of final inspection t) e completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. JOSE A. FXR WAZ AIA 4RCHITEC`P_7416 red; d ealed '' 78H CORAL Wig 100 A • , MIAMI, FLORIDA 33155 t" 2�l U o f, Z e: of i, ..a. MN300070ir 061c`(Fornu4Special Inspector Log.doc Rev 6/7/01 ""'"` • FEF?FRAIJAZ ADDRESS O M 1 T 6 O T 9 , nAL WAY SUMS 100 MIAMI, FL. PROJECT No SHEET No OF PM. (3oft}267-A10 CALCULATED BY O f3 DATE CHECKED BY DATE l � - .� _ 5 E� _ S ��Gy cam_ U•c-/�c✓ �f/�',� - a .1•R t' .l Title: Job # Dsgnr Date: 11 06AM, 17 FEB 05 Description Scope : User KW-06053W. Ver580, 1-Dea2003 Square Footing Design Page1 (c)1983-2003 ENERCALC Englneenng Software Soberon-Dams ecwcalcutabons Description F-4 Conc. Footing Check (under S13-1, Joint-2) General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load 21.000 k Footing Dimension 4.000 ft Live Load 1.600 k Thickness 12 00 in Short Term Load 0.000 k # of Bars 5 Seismic Zone 0 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 150.00 pcf f c 3,000.0 psi LL 8 ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.330 Column Dimension 12.00 In Allowable Soil Bearing 2,000.00 psi Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C 2 Reinforcing Rebar Requirement Actual Rebar V depth used 8 438 in As to USE per foot of Width 0.259 in2 20GIFy 0.0033 Total As Rsq'd 1.037 in2 As Req'd by Analysis 0.0007 in2 Min Allow % Reinf 0.0014 Min. Rahtf % to Req'd 0.0014 % "-Y11111mma Footing OK 4.00ft square x 12.Oin thick with 5- #5 bars Max. Static Soil Pressure 1,562 50 psf Vu - Actual One -Way 17.45 psi Allow Static Soil Pressure 2,000.00 psf Vn'PhI : Allow One -Way 9311 psi Max. Short Term Sal Pressure 1,562.50 psf Vu • Actual Two -Way 42.11 psi Allow Short Term Soil Pressure 2.660.00 psf Vn'Phi : Allow Two -Way 186 23 psi . Mu Actual 2.49 k-R / ft Alternate Rebar Selections... Mn ' Phi: Capacity 14.05 k-R / It 6 # 4s 4 # Ss 3 # 8's2 # Ts 2 # 8's 2 # 9's 1 # 10's Title: Job i Degnr: Date: 10.56AM, 17 FEB 05 Description Scope Rev 2 User Kwoeos3sa Ver580,1-Deo2003 Steel Column Page 1 (c)19832003 ENERCALC Engmeenng Software Soberon•Davis ecwcalculabons Description C-7 Steel Column Design General Information Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section TS3.SX3.5X6/16 Fy 36 00 ksi X-X Sldesway Restrained Durabon Factor 1 330 Y-Y Sidesway. . Restrained Column Height 11.670 it Elastic Modulus 29.000.00 ksl End Fbdty Pm -Pin X-X Unbraced 11 670 ft Kxx 1 000 Lnle i3 Short Term Loads Combined Y-Y Unbraced 11.670 ft Kyy 1 000 Loads Axial Load... Dead Load 2100 k Ecc. for X-X Axis Moments 0.000 in Lnfe Load 1.60 It Ecc for Y-Y Axis Moments 0 000 in Short Term Load k ' Column Design OK Section TS3 5X3.5X5/16, Height = 11 67ft, Axial Loads DL = 21 00, LL = 1 60, ST = 0 00k, Ecc = 0 000in Unbraced Lengths X-X = 11 67ft, Y-Y = 11.67ft Combined Stress Rados Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -1 04801 05167 03885 AISC Formula H1 - 2 0.2606 0.2805 02109 AISC Formula H1 - 3 00366 XX Axis : Fa calc'd per Eq. E2-1, K*Ur < Cc YY Axis • Fa calc'd Per Ea E2-1 K*Ur < Cc Stresses Allowable & Actual Stresses Dead LWO DL + LL DL + Short Fa: Allowable 11.73 ksi 11.73 ksi 11 73 ksi 15.60 ksi fa Actual 5.63 ksl 0.43 ksi 6 06 ksi 6 06 ksi Fb.xx . Allow IF7-61 21.60 ksi 21.60 ksi 2160 ksi 28 73 ksi Fb xx Allow (F7-7] & [F1-8] 2160 ksi 21.60 ksi 21.60 ksi 28.73 ksi fb - xx Actual 0 00 ksi 0 00 ksi 0 00 ksi 0 00 ksi Fb yy • Allow [F1-6] 2160 ksl 21.60 ksi 2160 ksi 28 73 ksi Fb.yy. . Allow [F1-7] & IF1-81 21.60 ksi 2160 ksi 21.60 ksi 28.73 ksi fb yy Actual 000 ksi 0 00 ksi 0 00 ksi 0 00 ksi Analysis Values F'ex . DL+LL 12,432 psi Cm x DL+LL 060 Cb,x DL+LL 1 00 F'ey DL+LL 12,432 psi Cm.y DL+LL 0.60 Cb:y DL+LL 100 F'ex DL+LL+ST 16,535 psi Cm x DL+LL+ST 060 Cb:x DL+LL+ST 1 00 F'ey. . DL+LL+ST 16,535 psi Cm•y DL+LL+ST 060 Cb y DL+LL+ST 100 Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection 0 000 in at 0 000 ft Y . 9 •f-1• 'I :f TW& : Dsgnr. Dmdptlon scope: Rev 580002 User KW-0805358. Ver 5 8 0, 1-0ec.2003 (c)1983.2003 ENERCALC ErWrmrfnp Software Steel Column Description C-7 Steel Column Design Depth 3.500 in Weight 12.67 #fit Thickness 0.313 in box 6.090 in4 Width 3.5W in lyy 6.090 in4 Sox 3.480 in3 Area 3.73 In2 Syy 3.480 in3 Rt 1.750 in Rx x 1 280 in Ryy 1 280 in Section Type = TS-Square Job 0 Date: 10,56AM, 17 FEB 05 Page 2 Soberon-Davis ecwC idioms Values for LRFD Design.... J 10 400 in4 000 Zx 4 350 in3 Zy 4 350 in3 0 000 • JOS A. F'ERR -� ,�.nngar [•�,-� ,2 i ^RO" 1Tsl .a 7111 oonK WAY GUM too Mwai• ►4 PROJECT No _ SHEET No OF PK c )�ss7♦aoCALCULATED By O 6 _DATE /— /G- OS• CHECKED BY DATE - 711 - -- -- - - - — - - r— 40, 0000 —---i--- r - r t • * I we •i •••••i 0 lip La G� 1 1) 5 • 10 ool 67 kc� ' _ Ii I 33-- + C ! I 17 I ! 4 ti iAva T�C/U l� wmioau �k. rr. r. nm JOSEL A. FERR ADAZ ., A R O M I T R O 'r •i� 7011 COPAL WAY SUM 100 & M i. PL PK f )-"7_"I0 wuaoa�r JOB 5� - �4 ti' S ADDRESS PROJECT No SHEET No OF CALCULATED BY O DAB CHECKED BY DAB 1 /18/2005 WIND98 v3-01 Wind Load Design per ASCE 7-98 Description: Soberon-Davis Res nea values should be cherwed Only throuch 'Main Menu' TYPO of Stricture He' ht/Least Horizontal Dim 0.58 Flebble Structure No Copyright 2002 - MECA Enterprises, Inc. www.mecaconsuldng.com Page No. 1 of 7 1 /18/2005 WIND98 v3-01 Wind Load Design per ASCE 7-98 6.5.12.2.1 Desian Wind Pressure - Buildings of All Heiahts (Non flexible) Elev ft Kz Kzt qz ib/ft"2 Pressure Ib/ft^2 Windward Wall* +GC i -GCpi 27 24 21 0.96 0.94 091 100 1.00 1.00 52.42 51 14 4972 26.44 25.57 24.61 44.85 43 98 4302 20 0.90 1 00 49.21 24.26 42 67 15 1 0.85 1.00 46.3 1 22.29 1 40 70 Table 6-7 Internal Pressure Coefficients for Buildin s Gc i•e•G :sees: Condition Gc I • Max + Max - Open Buildings 0.00 0.00 • Partially Enclosed Buildings 0.55 -0.55 • Enclosed Buildings 0.18 -0.18 . . Enclosed Buildings 0.18 -0.18 • e •• • • Goes.• •• e Copynght 2002 - MECA Enterprises, Inc. www.mecaconsufting.com Page No 2 of 7 3 0 WIND98 0-01 Wind Load Design per ASCE 7-98 Figure 6-3 - Extemal Pressure Coefficients Cu Loads on Main Wind -Force 2 T L Kh .01 • Ht/z 2/ ha 0.94 Kht Topographic factor F' 6-2 1.00 Oh 51.14 sfKhccm �.002560MA2'I•Kh'Kht•Kd & Clad: Table 6-5 Case 2 0.94 Qhcc256'V"2'I'Khcc•Kht•Kd 51.14 1 /182005 • ..... • . e .•G ..e.. �.... sees . .eee sees.. . . sees sees.* e e • G • • sees • e Goes ..see• e . •o •... e • e .. sees .• a •ee. •... • e . . e . . . see. e• . G e G . 000000 Leewar a orm to 41. Side Web wal 3 -0.70 -2 -39.63 - .9 -21.22 Roof- ' W Normal t4'' Rid e >=10 - for Wind•Nl to 41.26 ft face orma indward - Max Negative -0.43 -28.03 -9.62 Leeward Normal to Ridge -0.57 -33.90 -15.49 Overhang Top (Windward) -0.43 -18.83 -18.83 Overhang Top (Leeward) -0.57 -24.69 -24.69 Overhang Bottom(Applicable on Windward on 0.80 33.81 33.81 === = RuotT Wlnd.Paliap®1_to Rfd e'r Aq Theta) - for-Wind'Norma!`to, 4.125 ft-face Dist from Windward Edge: 0 ft to 12 ft -0.90 -48.33 -29.92 Dist from Windward Edge: 12 ft to 24 ft -0.90 -48.33 -29.92 Dist from Windward Edge: 24 ft to 48 ft -0.50 -30.94 -12.53 Dist from Windward Edge: > 48 ft -0.30 -22.25 • ii Aff7lwiwl iiiwiwwww :-1.._J _ Copyright 2002 - MECA Enterprises, Inc. www.mececonsuldng.com Page No 3 of 7 WIND98 v3-01 Wind Load Design per ASCE 7-98 Fissure 6-4 - Extemal Pressure Coefficients, GCnf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 •(Hthg)"(2/AJpha) = 0.94 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00258a(V)"2almpFacaKhaKhtaKd = 51.14 Case A Surface GCpf +GCpl -GCpi qh (PRO Min (13150 ax 1 0.52 0.18 -0.18 51.14 17.19 35.60 2 -0.89 0.18 -0.18 51.14 -44.49 -26.08 3 0.47 0.18 -0.18 51.14 -33.15 -14.74 4 -0.42 0.18 -0.18 51.14 -30.43 -12.02 5 0.00 0.18 -0.18 51.14 -9.21 9.21 8 0.00 0.18 -0.18 51.14 -9.21 9.21 1 E 0.78 0.18 -0.18 51.14 30.67 49.08 2E -1.07 0.18 -0.18 51.14 -63.93 -45.52 3E -0.67 0.18 -0.18 51.14 -43.82 -25.21 4E -0.62 0.18 -0.18 51.14 �0.79 -22.38 5E 0.00 1 -0.18 -9.21 9.21 8E 0.00 0.18 -0.18 llll'51.14 51.14 -9.21 9.21 a P a ah a (GCDf - GCni1 1 /18/2005 a ..... bass as e . . . ... baba. .aabe. baba . • . aa•s baba.. as . . .. .. baba.. . . . e . • baba • a sees •sae.• .. sea• .. a... baba . . . baba .. . eebb.e Copyright 2002 - MECA Enterprises, Inc. www.mecaconsuwng.com Page No. 4 of 7 F 1 /182005 WIND98 v3-01 Wind Load Design per ASCE 7-98 Flaure 6-4 - External Pressure Coefficients. GCof Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 •(Ht/zg)A(2/Alpha) = 0.94 KM = Topographic factor (Fig 6-2) = 1.00 Oh = 0.00256'(V)"2•lmpFac'Kh'Kht'Kd = 51.14 Case B Surface GCpf +GCpi -GCpi qh Min P Max P 1 -0.45 0.18 -0.18 51.14 -32.22 -13.81 2 -0.69 0.18 -0.18 51.14 -44.49 -26.08 3 -0.37 0.18 -0.18 51.14 -28.13 -9.72 4 -0.45 0.18 -0.18 51.14 -32.22 -13.81 5 0.40 0.18 -0.18 51.14 11.25 29.66 6 -0.29 0.18 -0.18 51.14 -24.04 -5.63 1 E -0.48 0.18 -0.18 51.14 -33.75 -15.34 2E .1.07 0.18 -0.18 51.14 -63.93 -45.52 3E -0.53 0.18 -0.18 51.14 -36.31 -17.96 4E -0.48 0.18 -0.18 51.14 -33.75 -15.34 5E 0.61 0.18 -0.18 51.14 21.99 40.40 6E -0.43 0.18 -0.18 L 51.14 -31.20 -12.79 p = qn - ktx.pr - ut.P9 • ..... . . . ... ..... ...... .... . . . .... ...... . .... ...... .. . .... .... . . . .... .. . Copyright 2002 - MECA Enterprises, Inc. www.mocaconsufting.com Page No. 5 of 7 1 /192005 WIND98 v3-01 Wind Load Design per ASCE 7-98 Figure 6-5 - External Pressure Coefficients (3Co Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a a = 4.125 It a a Hipped Roof 10 < Theta <= 30 1 4.13 ft . 0000 .00 • - - --• ompone GT-1 T-1 GT-2 GT-2 GT-3 GT-3 GT-4 T-4 GT-5 GT-5 T-6 rGT-7 "2 '2 -1 "1 all all1 GT-8 Width 3.5 3.5 15.5 15.5 4.5 4.5 3.5 3.5 8 8 3.5 3.5 3 3 2 2 2 2 4 4 1 4.5 . . span 20 20 18 18 32 32 16 16 15 15 16 16 11 11 20 20 30 30 12 12 12 12 13 Area ft"2 133.33 133.33 279.00 279.00 341.33 341.33 85.33 85.33 120.00 120.00 85.33 85.33 40.33 40.33 133.33 133.33 300.00 300.00 48.00 48.00 48.00 48.00 58.50 Zone 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 454.19 5 2 GC Max 0.30 0.30 0.30 0.30 0.30 0.30 0.31 0.31 0.30 0.30 0.31 Min -1.40 -0.80 -1.40 ...... Wind Press Max 24.55 24.55 24.55 (Ib/f A2 Min -80.80 -50.12 -80.80 -0.80 24.55 -50.12 -1.40 24.55 -80.80 -0.80 24.55 -50.12 -1.45 25.25 -83.27 -0.81 25.25 -50.47 -1.40 24.55 -80.80 -0.80 24.55 -50.12 -1.45 25.25 -83.27 0.31 -0.81 25.25 -50.47 0.38 -1.68 28.58 -94.92 0.38 -0.84 28.58 -52.13 0.30 0.30 -1.40 24.55 -80.80 -0.80 24.55 -50.12 0.30 -1.40 24.55 -80.80 0.30 0.38 0.38 0.88 0.35 -0.80 -1.82 -0.83 -1.16 -1.56 24.55 27.81 27.81 54. 19 26.93 -50.12 -92.21 -51.75 -59.31 �8.50 -89.14 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsul ing.com Page No 6 of 7 1 /19/2005 WIND91 v3:Q1 Wind Load Dasion nor ASCE 7-98 7-;T-8 4.5 13 58.50 1 0.35 -0.82L24.55 3 -51.31 T-9 15.5 15 232.50 2 0.30 -1.40 -80.80 T-9 15.5 15 232.50 1 0.30 -0.805 1 -50.12 IV . a.Iww LNIw 1 wwwwwll v, %m M UUwUBn on fur Overrmnus. • • . e•. .•••. ••.... .••. • • • • •••• •••••• • •• •••• • • •• • •••• •••• • • • • •000000 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulHng.com Page No. 7 of 7 JOSl± A. FERRADAZ �► R O M I T S O T o 7611 CORAL WAY Wr1f 100 MIAMI• FL. wL pcf}mr-"to AR • mGIM Joe Sow -roc �= lea ri, c • ADDRESS "-r 2�c PROJECT No SHEET No OF CALCULATED BY e• C • DATE IG - D-19' CHECKED BY VQ • DATE i-/a- 9:2f i II I 1- i , i Yo 0.2 "�' � • �:` ,__ •�.: ,� , _ ' I '�z.. � .moo lb t , t • • , •• •• •••••• OF .' Z22-'o ea , -- •- �--�-� Sid ��. _ I ��O (`!'�•�••}�* � / r�l - -1 - I - -- T- -; - � -- � - -- - � - • - •- - � , , -•l _ I -- - - - - _ lie —F , AL , ware, -- - - - - - - -- .�_�_ o'�-f C«� tic• I!E ..2 /.9J I I FMamm fAWM1.,.� a... Title: Dsgnr. Desedptlon Scope: _ M V"&&Q.1-0"�' Mason Wall Design CAW saw. Masonry 9 Description 8" Reinf. C.M.U. W811 at 1st Floor General Information Wall Height 11.00 ft Seismic Factor Parapet Height 0.00 ft Cale of Em ■ fm • Duration Factor Thicbma 3.0 In Well Wt MumL Reber Size 5 Rebar Spacing 32 In Depth to Reber 3.810 In ® Center Job • Date: 11:44AM, 19 JAN 05 900.00 Fe 1.330 nspection 1.000 Grout ®I Reber Normal Weight Block Equivalent Solid Thicicness Pape 1 sobw•cwca. Code Ref. ACI 53M 1,500.0 pal 24,000.0 psi 4.900 in Uniform Load Concentric Axial Load Dead Load 2,190.000 •)it Dead Load 0.000 f/N Wind Load .... • 88.500• Qsi Live Load 700.000 iVft Live Load 0.0001VR :.... ; ... .... . Load Eccentricity 0.000 In Roof Load .... . Roof Load •••• •.•••• [Design values . . .. .. ... E 1,3w.000 psi Raw Area 0.116 IQ np 0.05W j 0.96854 r n : Es / Em 21.481 Radius of Gyration 2.487 In It 0.26038 2 / kj • • 7'$g884 •''''' Wail Weight 58.000 psf Moment of Inertie 363.660 ln4 • • • • • • Max AYpw Axial Stress ■ 025 f'm (1-{h/140r)"2) • Spinsp 321.10 psi • • • Allow Masonry Bending Stress o 0.33 f'rn • Spinsp • 495.00 pal • • • • • • Allow Steel Bending Stress 24.000.00 psi • Load Combination & Stress Details Summary .".'. '• Axial Bending stresses • �getfed • moment Load 8 Masonry Compression • Top of Wag ini-xf be psi psi psi DL + LL 0.0 2,899.0 0.0 0.0 49.30 DL + LL + Wind 0.0 2,199.0 0.0 0.0 37.40 DL + LL + Seismic 0.0 2,199.0 0.0 0.0 37.40 Between Bess 3 Top of Wall DL + LL 0.0 3,218.0 0.0 0.0 54.73 DL + LL + Wind 12,432.7 2,518.0 30,964.3 561.6 42.82 DL + LL + Seismic 3,473.9 2,518.0 8.651.9 156.9 42.82 11.00191 high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 32.001no.c. at center Max. Bending Compressive Stress ......... 604.43 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ........ 64.73 psi Allowable .......... 321.10 OK Max Steel Bending Stress ............. 30,964.33 psi Allowable .......... 31,920.00 OK Title: Job 0 Dsgnr. Date: 11:444M, 19 JAN 05 Description scope: 2 Lft, W a01Iavm Masonry Wall DesignPop (� Description 8' Reinf. C.M.U. Wall at 1st Floor Final Loads & Moments Wag Wathl moment ® Mid Ht 310.00 Ibs Wind Moment ® Mid Ht 12,432.75 h4 Salemi° Moment ® Mid Ht 3,473.91 in-# Dead Load Moment Top of Wag 0.00 In-t Bead Load MomeM Mid Ht 0.00 h4 Tote) Dead Load 2,199.00 Ibs Total Lhb Load 700.00 Iba Lin Load Moment ®Tap of Wag LhbLoad Moment Mid 0.00 U►-f ® Ht 0.00 " Mmdmurn Allow Moment for Applied AxW Load • 9,638.44 tn# • Ma*num Allow A4W Load for Applied Moment a 18,880.56 Pos • • • • • . . . ... ..... ...... .... . . . .... ...... . . .. .. ...... . .... ...... .. . . . . .... .... .... .. . User KW, (o)lreswoo ENM Description Title: Dsgnr. Descrlptlon : Scope: 1,,,;„b, saftwWo Masonry Wall Design 8° Reinf. C.M.U. Wall at 2nd Floor General Information Wall Height 9.00 ft Seismic Factor Parapet Height 0.00 ft Cale of Em ■ fm • Duration Factor Thkitness 8.0 In Wall Wt MuIL Reber Size 5 Reber Spacing 48 In Depth to Reber 3.810 In ® Center Uniform Load Concentric Axial Load Dead Load 461.000 OM Dead Load Live Load 300.OW &it Live Load Load Eccentricity 0.000 In Roof Load Roof Load Design Values E 1,350,000 psi Reber Area n : Es / Em 21,481 Radius of Gyration Wall Weight 55.000 psf Moment of Inertia Max Allow Axial Stress s 025 fm (1-(h/14ory`2) • Spinsp Allow Masonry Bwxft Stress v 0.33 fm . Spinsp Allow Steel Bending Stress ■ Load Combination & Stress Details Summary Axial Moment Load Top of Wag In4 Ibs DL + LL 0.0 761.0 DL + LL + Wind 0.0 481.0 DL + LL + Seismic 0.0 401.0 Between Bass IL Top of Wall DL + LL 0.0 1,008.5 DL + LL + Wind 8,322.7 708.5 DL + LL + Seismic 2,205.2 708.5 Job • Data: 11:42AM, 19 JAN 05 Page 1 soWon-oaM..cw C.la,latlon. Code Rat ACI 530-02 0.3300 fm 1,500.0 psi 9W.00 Fs 24,000.0 psi 1.330 SpwW Inspection 1.000 Grout ® Rebar Only Normal Weight Block EQuMlent Sand Thickness 4.600 In Wind Load • • • • 68.5.0 Vf 0.000 rin .... ..... 0.000 an :....: . .... .... . ...... •. •. ... .. 0.078 In2 np 0.03641� � I 0.92137 • 2.535 In It 0.23590 2 / ki ."1).10187 364.810 im ' " sees 340.28 psi : • • 496.00psi • ••• :so. .••••• 24,000.00 psi • . . . .... .. . Bending stresses • said • sal Masonry Compression ' Psi Psi psi 0.0 0.0 13.79 0.0 0.0 8.35 0.0 0.0 8.35 0.0 0.0 18.27 30,591.9 439.7 12.84 8,105.7 116.5 12.84 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.001no.c. at center Max. Bending Compressive Stress ......... 452.49 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ........ 18.27 psi Allowable .......... 340.28 OK Max Steel Bending Stress ............. 30,591.93 psi Allowable .......... 31,920.00 OK Title: Job 0 Dsgnr. Data: 11:42AM, 19 JAN 05 Description: - Scope: Rey �jV"w Masonry Wall Design ca sewC oWulabons • Description 8" Reint. C.M.U. Wail at 2nd Floor Final Loads & Moments Wal W ftM mo nent ® Mid Ht 247.50 Un Wind Moment ® Mid Ht 8,322.75 tn-f Selsmk M~ ® Mid Ht 2.205.23 in-/ Dead Load Moment � Top of WON 0.00 kF# Dead Load Moment Mid Ht 0.00 " Total Dead Load 461.00 Ibs Total Lh�e Load 300.00 ibs lhb Load Moment ®Tap of Wall 0.00 � UWLoad Moment Q Mid Ht 0.00 h4 Muknwn Allow Moment for Appkd AxW load • 6,529.37 1" Ma*nwn Allow AAal Load for Appibd Moment ■ 18,763.52 be � .... . . .. . ... .... . ..... ...... .... . . . . . .. . . . . .. .. .... .... .... ...... ...... .... .. . JOSS A. FERRADAZ ' A R O" I T R O T S 7N1 Coft L WAY @UrM 100 M"I• FL. PK (aosYs�7♦s10 n,I Imalr JOB_ t>0b"n - 6�avis {L.e-hdAA ce. ADDRESS - " T -z C PROJECT No SHEET No OF CALCULATED BY G' DATE CHECKED BY T. A f DATE Title: Job q Onto scr ription :: stops: - Description Beam B-2 at Bath. -Bedroom 4 General Information Code Ref: ACI318-02, 1997 UBC, 2003113C, 2003 NFPA t►000 Span 9.50 ft Depth 16.000 in fc 3,000 psi Wkifh 8.000 In FY 80,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fbdty Pinned -Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Reber f Center of Born_ Rebar Left End of Beam_ debar 0 Right Bea or Bearraa • • Count Size 'd from Top Count Size 'Cr from Top Count : Sw d1w4,i4 ..:.. • 01 2 7 13.701n s1 2 7 13.70 In Eft 2 ; . � • I: .13 70 in Load Factoring • . .... ...... Note, Load factoring supports 2003113C and 2003 NFPA 5000 by Virtue of their references to ACI 318-02 for design • concrete Factoring of entered loads to ultimate bads within this program Is according to ACI 318-02 C.2 •' • •' ; • "' ;' • Uniform Loads Dead Load Live Load Short Term Siam . • : End ' • fl1 0.410 It 0.130 k k 0:OW ft : 8 50D.ft ... . Summary • y sor, VVluus= e 16 00in .. . .... .... Mwdmum Moment: Mu 11.00 k-ft : : • • • • • • • • Allowable Moment: Mn•phl 64.44 k-ft Maximum Defection • •'0TJ144 In Maximum Shear: Vu 3.52 k Max Reaction Q Left 3.18 k • Allowable Shear • Vn•phi 28.84 k Max Reaction Q RIgM 318 k Shear stirrups.., Stirrup Area @ Section 0.440 In2 Rego 0.000 1.583 Max. Spacing Not Reeg�d Not Reeqq d Max Vu 3.521 3.114 3167 4.750 6.333 7.917 9e5g00 ft Not Reeqq''d Not Read Not Re q d Not Read � 1.557 1. 20 077 3.484 k Bending & Shear Force Summary BmWing-. Mn'Phl Q Center 64.44 k-ft Mu. Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 ® Left End 64.44 k-ft 11.00 k-ft 8 25 k-ft 5.47 k-ft 0.00 k-ft 0.00 k-ft Q RW End 64.44 k-ft Shear... 0.00 k-ft 0 00 k-ft 0.00 k-ft 0.00 k-ft Vn'Phl • Left End 28.84 k Vu, Eq. CA Vu, E . Ca Vu, Eq. Ca • Right End 28.84 k 3.52 k 2.64 k 348 k 1.75 k .2.61 k Detlection 1 73 k Deflections,,. Uowani � DL + (Bm Wt) 0.0000 In DL + LL + (Sm Wt) 0.0000 In Downward at 0.0000 ft -0.0116 In at 4.7500ft at 0.0000 ft DL + LL + ST + (Bm Wt] 0.0000 In -0.0144 in at 4.7500ft at 0.0000 ft In Reactions,,, -0.0144 at 4.7500ft - DL + (em Wtn -� 2�560 k DL + LL + (Bm Wt) ht �J2 5W k 3.177 k DL + LL + ST + (Bm Wtl 3177 k 3.177 k 3.177 k Title: Job 0 Dsgnr. Date: 10"PO Scope : . Jsr r', JET:3`r3 Vm 5 5 0 t Uoc =v0� PPage2 u : "• :: r.3 ENERCAL C. Eng,neenng dnftnafc Description Beam B-2 at Bath. -Bedroom 4 Section Analysis 71 Evaluate Moment Capacity... Center Left End Right End X . Neutral Axle 4.150 In 4.150 In 4.150 In a = beta • Xneut al 3.527 In 3.527 In 3.527 in Compression In Concrete 71.961 k 71.961 k 71.961 k Sum (Steel comp. forces) 0.000 k 0.000 k 0.000 k Tension in Reinforcing -72.000 k -72.000 k -72.000 k Find Max As for Ductile Failure... X-Balanced 8.105 In 8.108 in 8.1082 In Xmax = Xbal • 0.75 6.081 In 6.081 In 6.081 In a -man = velaXbal 5.892 In 6.892 In • • 6.qp In • • • Campreeaion In Concrete 105.447 k 105.447 It : 105.447 k • . :.: ..:.. Sum (Steel Comp Forces] 0.000 k 0.000 k ; .. P4VO k .... . Total Ca Wesetve Force 105.447 k 105.447 k 105.447 k • AS Max = Tot Force / Fy 1.757 In2 1.757 In2 . 1.757 In2 .... ...... • Actual Tension As 1.200 OK 0.000 OK ObW OK Additional Deflection Calcs '•..•• •. .' Neutral Axis 4.945 In Mor . 11.68 k-R .... ....:. Igross 2,730.67 In4 Ms:Max DL + LL 7 jFR • •' • Wacked 1,176.64 h4 R1 =(Ma:DL+LLYW . 1 Elastic Modulus 3,122.0 kW Me*01a DL+LL+ST ;' 7.55)c-R .. .... Fr = 7 5 • fo".5 410.792 pal R2 = (Ma:DL+LL+ST)/Mcr 1 548 • Z:CrscWng 0.000 kiln I:eff... Ms(DL+LL) 2,?W.667 In4 Z:cr dit � 175 : No Ooodl Leff., Ms(DL+LL+ST) 2,1300r in4 � • • • • • • • • • Eff. Flange Width 8.00 In . . . .... .. ACI Factors (per ACI 318-02, applied Internally to entered loads) ACI C-1 8 C-2 DL 1.400 ACI C-2 Group Favor 0.750 Add'1'1 C Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.9W Add"! TO* Factor for Seismic 0.900 ACI C-1 8 C-2 ST 1.700 ACI C-3 Short Tenn Factor 1.300 ...seismic = ST • : 1.100 Title : Job 8 Dsgnr: Date: Descdptlon scope: Page 1 Description Beam B-2 at Bridge G e n e r a I Information Code Ref: ACI 318.02, 1887 UBC, 2003 IBC, 2003 NFPA ti000 Span 9.00 ft rc 3,000 psi Depth 18.000 in Fy 60,000 psi Wkb 8.000 In Concrete Wt. 145.0 pcf Seismic Zone 0 End Fbdty Pinned -Pinned Beam Weight Added Intemally Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Reber @ Left End of Beam... Reber @ Right Epd ptBeam... .. Count Size Cr from Top Count Size -Cr from Top Count • Size • 'cr frdlq T f : ..:. • • 81 2 7 13.701n 81 2 7 1370 In #1 2 •• J••; 1�70•in Load Factoring • Note. Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete de%n • Factoring of entered bads to ultimate loads within this program Is according to ACI 318-02 C.2 • • • • • • • • • • • Unitorm Luads • . .... ...... Dead Load Live Load Short Term Stare • • : End • • • ff1 0.530 k 0190 k k O.OW 9.000 ft • Sunimary • •• Mwdmum Moment: Mu 12.61 k-ft Allowable Moment: Mn•phl 64.44 k-ft Maximum Deflection +04M%; In Ms)dmum Shear: Vu 421 k Max Reaction Left 3 82 k Alkwvable Shear: Vn•phl 28.64 k Max Reaction Right 3 82 k Shear SUmgmL.. Stirrup Area @ Section 0.440 In2 Region 0..e0pq0''0 1.500 3.000 4.500 6.000 7.500 9 000 ft Max Vu Not 4.2i5 Not gg Not Req'd Not Redd Not Reafd Not 3eq'd Not 'd in k Bending & Shear Force Summary Bending... Mn•Phl Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 Center 64.44 k-ft 12.61 k-ft 9.48 k-ft 6 00 k-ft Q Left End 64.44 k-ft 0 00 k-ft 0.00 k-ft 0 00 k-ft Right End 64.44 k-ft 0 00 k-ft 0.00 k-ft 0 00 k-ft Shear... Vn•Phl Vu, Eq. C-1 Vu, Eq. C-9 Vu, Eq. C-0 Q Left End 28.84 k 421 k 3.16 k 2.01 k Right End 28.84 k 417 k 3.13 k 1 99 k Detlect)on Deflections.. DL + [Bin Wt] Ummind 0.0000 In at 0 0000 ft Dram -0.0114 in at 4 5000ft DL + LL + [Bin Wt] 0.0000 In at 0 0000 ft -0.0147 In at 4.5000 It DL + LL + ST + [Bin Wt] 0.0000 In at 0.0000 ft -0.0147 In at 4.50001t Reactions... IM Left IM Right _ DL + [Bm MU 2.965 k 2.965 k DL + LL + [Bm Wt] 3.820 k 3.820 k DL + LL + ST + [Bm Wt] 3.820 k 3.820 k Dogrin Description: scope: MC _iCr �hh. )se KV. LC.J;,.,;8 Ver 9 0 1-Doc H109 '��b ENERCAI C. Engineering Software Description Beam B-2 at Bridge Section Analysis Jo Data: ' : titel - j, , E Moment Capacity... Center Left End Ngtd End N 4.150 In 4.150 In 4.150 In a ` beta • XneLdral 3.527 in 3.527 In 3.527 In Compression In Concrete 71.961 k 71.961 k 71.961 k Sum (Steel comp. forces) 0.000 k 0.000 k 0.000 k Tension In RaInforcing -72.000 k -72-000 k -72.000 k Page 2 Find Max As for Ducttk Failure». X43alwwW 8.1081n 8.1081n 8.1082In • Xmax Xbal • 0.75 6.081 In 6.081 In 6.081 In ..... a-nm ` bete • Xbal 6.892 In 6.892 In • • • • • Compression In Concrete 105.447 k 105.447 k • 1J5 � it �' • Sum (Steel Comp Forewl 0.000 k 0.000 k .: : •0.000 k ..:.. TOW Curnpreseive Faroe 105.447 k 105.447 k • ' • • 105.447 t • • " AS Max - Tat Force / Fy 1.757 In2 1.757 In2 • 1.757 m2 • • • • • • • Actual Tension As 1.200 OK 0.000 OK • • • .0.000 OK • • Additional Deflection Calcs Neutral Me 4.945 In Mor • 11.68 k_ft • • • • • • • • : • [grow 2,730.671n4 WMaxDL+LL A59k-ft•....' Icru*ed 1,176.64 In4 R1 - (Ms:DL+LL)/Mcr •1 Elastic Modulus 3,122.0 kal Me:Max OL+LL+ST :.' M. k-ft • Fr - 7,5 • fc".5 410.792 pal R2 ■ (Ma:DL+LL+ST)IMcr • 1.W9 • • • • • • • Z:Crsdit 0.000 k/In I:aff... Ms(DL+LL) • 2,730.667 In4e • • • Z:cracl ft > 175 : No Goodl I:eff... M DL+LL+ST) 20 30.6671n4 o e o o ' .... • ER. Flange Width 8.00 In • ACI Factors (per ACI 31 a4Z applied Internally to entered loads) • . • . • . ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I'I.4` Factor for Seismic 1.400 ' • ACI C-1 & C-2 LL 1.700 ACI C-3 Dead toad Factor 0.9W Add"I.0.9" Factor for Seismic 0 900 ACI C-1 & C-2 ST 1.700 ACI C.3 Short Tenn Factor 1.300 ....seiamic - ST • : 1.100 JOB JOSE A. F'ERRADAZ ADDRESS_ 0 'ft c '" r T m a T 8 PROJECT No »11 oortK WAY wrra 100 MWWAL M. "w OKWNW-6e10 CALCULATED M /e]rI1M - CHECKED BY -teayis `La ja-nc e SHEET No OF DATE (0-05' 'J, A, f DATE I - (v '05 . .% A%6 Tide: Job 0 lbgw. Date: 10 39Pbt Description: Scope: �srr 41Y uu{•:, :8 ver 5 8 0 1•ilec :00a PJEPCALC Enu,neennQ Soh-pe Description Slab Band SB-1 • op 1 General Information Code Ref: AC1318-02, 1997 UBC, 2003 IBC, 2003 NFPA fi000 Fy 80,000.0 pal Spans Considered Continuous Over Supports ACI tad Load Factor 140 fc 3.000.0 Dsi SUm n Fv en mn n -i ., _ -- Concrete Member Information Description 8.1 6-2 sy Span ft 12.20 7.80 8.20 Beam WkIth In 28.70 20.70 28.70 Beare Depth In 7.00 7.00 7.00 • End Fbdty Pin -Pin pko--ft Pin4% • • • ReinMrcin9 Center 2.48In2 2.4Mn2 2.48In2 a • • • • e • • 8.201n 6.201n 8.20in . e • Gas .. Left Arm 2.48In2 2.481n2 2.48W • • • • • • • • • • 0.801n 0.801n 0.801n • RW Am 2.481n2 2.48In2 2.481n2 • Depth 0.80in 0.801n 0.80in aaw • Loads Using Live Load This Span 7? No Yes Yes • • • • . .. Dead Load loft 1.710 1.710 1.710 • • • • • • • • • Live Load Wft 0.480 0.480 0.480 • . • • • • Results r BearnOK Beam OK Beam OK ;••••• ^•dr %AW K-n 29.47 0.00 18.89 Q X' ft 4.96 0.00 4.76 Mn - FW 57.83 67.83 57.83 Max Q Left End k-ft 0.00 33.25 -17.62 Mn - Phi k-ft 57.83 57.83 57.83 Max Q Right End k-ft 33.25 -17.82 0.00 Mn • Phl k-ft 57.83 57.83 57.83 SwxWV OK Bending OK Bending OK Shaer Q Left k 11.68 14.52 15.31 Shear Q Right k 17.33 10.51 11.01 Reactions & Deflections DL Q Left k 8.55 20.87- 12.78 LL Q Left k -0.08 1.55 4.67 Tom Q Left k 8.50 22.42 17.45 DL Q RI9ht k 20.87- 12.78 e.0? I- LL Q RWL k 1.56 4.67 1.52 TOW Q Right k 22.42 17.45 7.54 MwL Deflection in -0.321 0.037 -0.081 ex. ft 5.53 2.50 4.43 Inertia: Effective In4 478.61 Cam 548.88 Shear Stirrups Stirrup Reber Area ka 0.000 0.000 0.000 Sparing Q Left In Not Redd Nat Read Not Redd Spedng Q .2-L in Not Redd Not Redd Nat Redd Spadrrg Q .4eL In Not Redd Not Redd Not Redd SpsCkp Q .8-L In Nat Redd Not Redd Not Redd Sp&*V Q •8-L In Not Redd Not Redd Not Redd Spw&q Q Right In Not Redd Not Redd Not Redd ease . • •e•• • e . l A%, Tide: Job # Dsgnn Date: 10 -)Pt.; scow: :iA •per 5 o 1 DOC vo•+ Page 2 .. FNERC,At C, En3,noenn3 �ortwa.c Description Slab Band SB-1 Query Values Lccatlon It 0.00 0.00 0.00 • Morwd k-ft 0.0 -M.3 -17.6 Shear k 11.9 14.5 15.3 Deftction In 0.0000 0.0000 0.0000 . . • ..• ..••• ..•.•• ••.. . . . • .. .. •...•• • .•see. • . • •.•. .• • . ... ...• . . . . SKE.*T*@**Ceo**'-]".Efl-.,.:*4'OF SURVEY GiRJt►Pi3=C7 9CisT"v� • • • • •••• • • • • : • C LN R'B: _7 i • 1 Imp P, @O 4'0. N89.01'09"W :••400,(?5 ee . "' ' •••• • 35.01' v S89°01'09'E 3 NORTH LINE OF P8: 126, PC:45 ao w O 6 O O r Z SURVEY TIE LINE f00 LL �-. W FOUND MQ Q IRON PIPE 11' 16' 27' Q 0 rL� 89.59'12"W W x f� o Q "' Q0Cn O o w >; 3: D z 00 o �' N oo VACANT 0 LOT 26 Z Ak� x7.94_ 33 ' Q W 5' _.01IV]& - V" N89.59'12'E 22' / � 17' ' FOUND SW \",, ST 41 35.00' IRON PIPE . SURVEYOR'S NOTES 1.THIS IS A BOUNDARY SURVEY. 2.Exomination of ABSTRACT OF TITLE will have to be made to determine recorded instruments any,offecting this property and is subject to dedications, limitations, restrictions, and/or easements of records. 3.Unless otherwise noted, this survey has not attempted to locate any footing and/or underground utilities on and/or adjacent to the property. 4.If shown, bearing are referred to on assumed meridian, of centerline SW 67 AVE(Ludlom Road) 5.Elevation are referred to N.G.V.D.1929. Based on Miami Dade County BM, name SC-34,EL.9.62 ft 6.This sur,;ey has been prepared for the exclusive use of the entities named hereon 7.According to N.F.I.P. the subject property falls within FLOOD ZONE:X EL.:9.00ft COMMUNITY: 120658 PANEL:0260 SUFFIX: J DATED:03-02-94 FOUND IRON PIPE 5' x 8.04 a a a 00 It 0o x18.15 in 10' \_ FOUND IRON PIPE V ILLS tl.T111 (.4 t.\ MC414U PLPY Nti100. �Y••�li b 1 LOCATION SKETCH N.T.S. LEGEND: N' 1 Hong Kong Orchid Bauhinla blakeana 0=1.5 ' H=25 N' 2 Tropical Almond Terminolia cotappo 0=1 5 ' H=25 ' N' 3 Bishopwood Blschoflo lavanico 0=2 ' H=35 ' N' 4 Royal Palm Roystonea regio D=2' H=35 ' N' 5 Chinese Fan Palm Llvlstona chlnesis D=2 ' H=35 ' N' 6 Royal Palm Roystoneo regia 0=1 H=20 ' N' 7 Gumbo Limbo Bursero simorubo D=1 5 ' H=25 ' N' 8 Block Olive Bucida buceras 0=2 5 H=30 ' N' 9 Bishopwood Bischofio lovanlco 0=2 5 H=40 ' N'10 Royal Palm Roystoneo regia D=2.5 H=40 ' N11 Royal Palm Roystoneo regio 0=2 5 ' H=40 ' SIMBOLOGY NOTE 0: DIAMETER Trees shown here in have been identified by H. HEIGHT Ms Liso Hammer (Horticultural Consultant) LEGAL DESCRIPTION: LOTS 26 OF DAVIS GARDENS SUBDIVISION, AC t 'T THE PLAT THEREOF, AS RECORDED IN PLAT OF THE PUBLIC RECORDS OF MIAMI-DADE CO�VT:I�L�ta1F>ti�a'••_ .AL Rev. 01/28/05.