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05-66-0000 4 () S - G C-2 op ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score, the more efficient the home. GEM HOMES LLC, Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 New conslrudim or existing New _ 12 Cooling systems 2 Single family or multi- lanuI3 Single Lundy — a Central Unit 3. Number of wins. if nwlo- lanuly I 4 Number of Bedrooms _ 5 _ b. C'en(ral Unit 5 Is this a %%orst case) No 6. Conditioned floor area (fl') — 3171 ft' c N/A • 0000 7 Glass area & type Single Pane Double Pane _ • • a Clear - single pane 3694 111 00111 — 13 1 leafing systems 000000 b. Clear - double pane 0 0 ill 0011, — a L•lectnc Strip • c Pint /other SI I(iC' - single pane 0011, 0 0 11' • • d. Tint/other SI IGC - double parie h Clectiic Strip • • • • 8. I' oor (ype,� 0000 a Slab -On-Grade Edge Insulation R =011. 224 3(p) It — c N/A b Raised C'omcrele R =0 0. 1 158 Oft' i ••i c N/A _ 14 1lot water s %s(enis • 9 Wall types a Lleclnc Resistance a Concrete. Inl Insul. L•\(enor _ R =4 1. 2893 0 11' • b N/A — — h N/A •• • c N/A • • 0000•• • d. N/A _ _ c C'onservalwn credits e N/A (HR -Ileat recovery. Solai 10 Ceiling types — Dilp- Dedicated heat pump) a I hider Attic R =30 0. 2018 0 il' 15 1IVAC' credits b N/A _ — (CF-Ceiling fan. CV -Cross ventilation. c N/A I IF -Whole house Ian. Ducts — I' f- Progranuuahle I hennos(at. a Sup. Unc. Ret• Con All Interior Sup R =6.0. 200 0 fl _ M7.- C- MuIhzone cooling. h. Sup. Unc Rel Con AII• Interior Sup. R =6 0. 70 0 Il MZ -I I- Mullizone 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 17-PL Display Card will be completed hased on installed Code compliant features Builder Signature- 1W Address of New Home. Date. City /FL Zip. Cap 28 4 kl3tu /hr _ SEER 12 00 Cap 48 0 kt31u/hr6 _- SEE R• 12 00 0000• •• • • • • •6• 00000 0006 •— • Cap .TF2k 3lu/hr�0600� eOP I oO • C'�� i5l�klllu /hr007•�• 6 ow 1011 —6• ('ljl�ts� gal lolls i 0994UT 0870••••• •••• •• • • OQ qHe STq) p 0 �COb WE�� *NOTE Tlie homes eslmialed a net gv per/orlirarrc•e .sc•ol•e is only available !hl ough the FLA/RE.S coniprrlel• program This is nol a Bifilchng Energy Raling 1l your score is 80 a• greater (or 86 for a U.S EPA /DUE EnerKi:.Slcrrr��lesrgnatron), your home niav qualify for energy e/%icvencv inorIgage (EEA4) incentives ifyou obtain a Flori(la Ener i, Gauge Rating Contact the Energy Gauge Holhne al 321 1638 -1492 or seep the Energy Gauge web site al invir flee itc•/ edu for informalion and a list of c•erlilied Raters For inlornialion about Florida's Energt, Efficiency Code For Building Con,wrlicllon, c•onlact the Del arlinent of Coninnmily Al %nn% at 850%!87 -1824 EnergyGauge© (Version FLRCPB v3.30) ' FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name- SOUTH MIAMI LOT 20 BLK 1 Builder Address Lot 20 - Block 1 Permitting Office CITY OF SOUTH MIAMI City, State' SOUTH MIAMI, FL 33176 -1693 Permit Number Owner: GEM HOMES LLC Jurisdiction Number Climate Zone South New construction or existing 2 Single family or multi- fanuly •3 Number (if units, il'mulh- lannly 4 Number of Bedrooms 5 Is this a %%orsl case') G Conditioned flour area (Ill) 7 Glass area & type a Clear glass, default t Wactor h Default hnl c Labeled U or SI IGC 8 Fluor types a Slab- On- Cirade Edge Insulation h Raised Concrete c N/A 9 Wall types a Concrete. Int Instil. Exterior h N/A c N/A d N/A e N/A 10 CeiIing 0lies a Under Attic b N/A c. N/A . Ducts a Sup Unc Re(. Con All Interior h. Sup thtc Ret ('on All Interior New _ Single I:mnly _ I _ 5 No 3171 ll� Single Pane Doti a Pane 3694 I1= 0 0 111 _ i'9' 0011= 0.0 11' 0 0 It, — R =0 0. 224 3(p) 11 It' Glass /Floor Area. 0.12 R =4 .289311'II, _ R =3((02018 0 It, — Sup '=6()0. 200 0 11 _ S p It 0.70011 12 (oolmg systems a Ccntral Hint h Central Unit • c N/A •••• 13 I teal ntg systems 00,1600 it Electric Strip • h Flectnc Sit p c N/A • 14 l lot %%alcr systends • a Fledric Resistance h N/A • • • c ( onserva(ion credits (IIR -Ileat recovery. Solar UI IP- Dedicated heat pump) 15 IIVAC' credits (CF-Ceding Ian. CV- C'russ ventilation. IF -Whole house fan. P I- 1'rogranunable'I herntostal. M7.- C- Mti11i70nC cooling. M7_- 11- Multdzune healing) Total as -built points: 46622 Total base points: 49595 I hereby certify that the plans and specifications covered by this calculation are in co Florida Energy Code PREPARED BY: os " . Morales DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER /AGENT: DATE: PASS 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 inspected for compliance with Section 553.908 Florida Statutes BUILDING OFFICIAL: DATE: EnergyGaugeO (Version FLRCPB v3 30) Cap 28 4 k1kn /hr = SLI' 121111 Cap 48 (1 k 14(u /hr • SEL• 12011 ••,•:� • Cap ""?klltn /hr ,', • • • eol'. I oo C'ap 651(fliBiti/hr • •—• • �. • • C'UI' I oo • C'a ;iwQ gill lolls :••• • •••ll' 087 �•••�� r •I • f�C0 we FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # EnergyGauge® DCA Form 60OA -2001 EnergyGaugeO /FlaRES'2001 FLRCPB Q 30 • i 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 3171.0 32.50 18550.4 Single, Clear E 20 28 382 7871 062 18768 Single, Clear E 20 108 191 7871 096 1442 8 Single, Clear E 02 10 1V 1 7871 097 14%" Single, Clear E 02 28 2611•., 78 71 • •1 0% 2040:3 Single, Clear E 20 33 b 6 h 71 • 069 S14.? Single, Clear E 20 113 *41& • • 18 71 .-V% 163 7 Single, Clear W 20 28 390 7053 •'11134 17%'764' Single, Clear W 20 108 2615 *J053 IN 17632 Single, Clear W 20 28 151 30 53 : e94- 867 8 Single, Clear W 20 80 4060* * •• • * 70 53 092 25.8&9 • Single, Clear N 20 28 2j0 J646 ; • Cr 7342 Single, Clear N 20 28 130,0 3646 N77 3669 Single, Clear S 20 33 It 9693 • 062 398 Single, Clear S 62 80 49 0 6693 •• 096 1 Single, Clear S 12 3 18 0 4Q 0• • •Q6 93 • V,% 150000 As -Built Total: 360.x• • • � J20 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 00 000 00 Concrete, Int Insul, Exterior 41 28930 232 66973 Exterior 28930 270 7811 1 Base Total: 2893.0 7811.1 As -Built Total: 2893.0 6697.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 00 000 00 Exterior Wood 480 940 451 2 Exterior 680 640 4352 Exterior Wood 200 940 1880 Base Total: 68.0 435.2 As -Built Total: 68.0 639.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 19790 280 5541.2 Under Attic 300 20180 2 77 X 1 00 55899 Base Total: 1979.0 5541.2 As -Built Total: 2018.0 5589.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 224 3(p) -200 -44854 Slab -On -Grade Edge Insulation 0 0 224 3(p -2000 -44854 Raised 11580 -216 -2501 3 Raised Concrete 00 11580 080 9264 Base Total: - 6986.7 As -Built Total: 1382.3 - 3559.0 EnergyGauge® DCA Form 60OA -2001 EnergyGaugeO /FlaRES'2001 FLRCPB Q 30 • i FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS. Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # EnergyGaugeTm DCA Form 60OA -2001 EnergyGaugeWlaRES'2001 FLRCPB v3 30 • BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3171 0 1879 59583 1 3171 0 1879 59583 1 .Summer Base Points: 84934.3 Summer As -Built Points: 88222.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = CooliAq Points Multiplier Points Component Ratio Multiplier Multiplie�•••Multiplie, Points .... .. . (DM x DSM x AHU) • • • • • • 882220 0 372 (1 067 x 1 165 x 0 90) 0 2V owes 1 000 • • • • •10425 8 84934.3 0.4266 36233.0 882220 88222.0 0 628 1.00 (1 067 x 1 165 x 0 90) 0 284 1.119 0.2$4 •;1.00.0 1 000 • • • • 17621 00 • ,98046,0. EnergyGaugeTm DCA Form 60OA -2001 EnergyGaugeWlaRES'2001 FLRCPB v3 30 • ... .... .... . .. .... .. . FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS. Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # I 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 3171.0 2.36 1347.0 Single, Clear E 20 28 382 477 1 07 195.4 Single, Clear E 20 108 191 477 1 02 .92 4 Single, Clear E 02 1 0 1 g 1 477 1 01 82 Single, Clear E 02 28 26 g • • • 477 •4 00• 124 Single, Clear E 20 33 96 :4 77 • • 106• -18a Single, Clear E 20 11 3 ;80 • • •4 77 0.9". 732 Single, Clear W 20 28 390 549 1112 239'2 Single, Clear W 20 108 268 ' •5 49 1 00 1426 Single, Clear W 20 28 191 5 49 4 02• 106 7 Single, Clear W 20 80 4' 400 • • 549 • 1 00 2J99 Single, Clear N 20 28 2C O . .603 ;'t t :' 1527 Single, Clear N 20 28 130.' :503 0B7 76 4 Single, Clear S 20 33 (39 4 49 • 1 18 59 S Single, Clear S 62 80 400 449 126 + 9 Single, Clear S 123 180 40.15 • • .4 49 �' 123. 220 3 As -Built Total: 369.1 ' 1990.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 00 000 00 Concrete, Int Insul, Exterior 41 28930 1 03 29943 Exterior 28930 060 17358 Base Total: 2893.0 1735.8 As -Built Total: 2893.0 2994.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 00 000 00 Exterior Wood 480 280 1344 Exterior 680 1 80 1224 Exterior Wood 200 280 560 Base Total: 68.0 122.4 As -Built Total: 68.0 190.4 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 19790 010 1979 Under Attic 300 20180 0 10 X 1 00 201 8 Base Total: 1979.0 197.9 As -Built Total: 2018.0 201.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 224 3(p) -21 4710 Slab -On -Grade Edge Insulation 0 0 224 3(p -210 4710 Raised 11580 -028 -3242 Raised Concrete 00 11580 1 00 11580 Base Total: -795.2 1 As -Built Total: 1382.3 687.0 EnergyGaugeO DCA Form 60OA -2001 EnergyGaugeO /FlaRES'2001 FLRCPB v3 30 • • i• • • FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS- Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # EnergyGaugelm DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 • BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3171 0 -006 -1903 3171 0 -006 -1903 .Winter Base Points: 2417.7 Winter As -Built Points: .... 5873.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heatirfg Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points .. . (DM xDSMxAHU) •����• • •��• • • : : ••• •. 58735 0 675 (1 085 x 1 137 x 0 91) 1 00i" "' 1 000.' * 0 * •4452 9: 2417.7 0.6274 1516.8 58735 5873.5 0 325 1.00 (1 085 x 1 137 x 0 91) 1 00b 1.123 1.000 1 000 * 0 ' •1.000 0 0 2140 8: ' 6593.7 EnergyGaugelm DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 • .... ... .... .... . .. .... .. . FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # BASE AS -BUILT WATER HEATING CODE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 236900 118450 650 087 5 1 00 239623 1 00 11981 1 As -Built Total: 11981,1 0000 .. • PASS ypQ-(t1E ST4l� a 0 c0D WE° u EnergyGaugeT° DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 CODE COMPLIANCE STATUS :" "' •::::• :. 0 0 . • BASE AS -8UIiT 0000 • "• .. Cooling + Heating + Hot Water = Total Cooling + Heating + :Hotyyater ;•• -• :- Total' Points Points Points Points Points Points : pbi8ts Points* 3.6233 1517 11845 49595 28047 6594 11981 : • 0 • :'46622 PASS ypQ-(t1E ST4l� a 0 c0D WE° u EnergyGaugeT° DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS Lot 20 - Block 1, SOUTH MIAMI, FL, 33176 -1693 PERMIT # I 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS - - - - -- - - -- SECTION --- - - - - -- ---- - - - - -- - - - - - -- ----- - - - - -- - - -- - — - -- -- - -- - - - - -- -- -- REQUIREMENTS FOR EACH PRACTICE -- - - - -- -- CHECK_ Exterior Windows & Doors 606 1 ABC 1 1 Maximum 3 cfm /sq ft window area, 5 cfm /sq ft door area 6121 Exterior & Adjacent Walls 606 1 ABC 1 2 1 Caulk, gasket, weatherstrip or seal between windows /doors & frames, surrounding wall, breaker (electric) or cutoff (gas) must be provided External or built -in heat trap required foundation & wall sole or sill plate, joints between exterior wall panels at corners, utility 6121 Spas & heated pools must have covers (except solar heated) Non - commercial pools penetrations, between wall panels & top /bottom plates, between walls and floor must have a pump timer Gas spa & pool heaters must have a minimum thermal EXCEPTION Frame walls where a continuous infiltration barrier is installed that extends -- _ - - -- efficiency of 78 %- from, and is sealed to, the foundation to the top plate 6121 Floors 606 1 ABC 1 2 2 Penetrations /openings >1/8" sealed unless backed by truss or joint members • All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically EXCEPTION Frame floors where a continuous infiltration barrio g is installed that is sealed Osseo attached, sealed, insulated, and installed in accordance with the criteria of Section 610 to the perimeter, penetrations and seams 0000 .. Ceilings 606 1 ABC 1 2 3 Between walls & ceilings, penetrations of ceding plane of top Hoer, around shafts! cRasts, • • • • • Separate readily accessible manual or automatic thermostat for each system soffits, chimneys, cabinets sealed to continuous air barrier, gap; IWM*ooard $ ft'tilate, 604 1,602 1 Ceilings -Min R -19 Common walls -Frame R -11 or CBS R -3 both sides attic access EXCEPTION Frame ceilings where a continuous infiltration barrier else** :60 00 Common ceiling & floors R -11 installed _that is sealed at the perimeter, at penetrations_ and seaa s ' e ' Recessed Lighting Fixtures 606 1 ABC 124 Type IC rated with no penetrations, sealed, or Type IC or non -10 d,, installed inside fa e. • rate sealed box with 1/2" clearance & 3" from insulation, or Type IC sated with < 2 Oscfm from • conditioned space, tested • • • • • • • • • • Multi -story Houses - 606 1 ABC 1 25 Air barrier on perimeter of floor cavity between floors ; o' Additional Infiltration reqts 606 1 ABC 1 3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply Nf PA, :r.it J ave combustion air Osseo • 6A -22 OTHER PRESCRIPTIVE COMPONENTS MEASURES SECTION so Goes (must be met or exceeded by all residence)_: " "• REQUIREMENTS _.". CHECK • Water Heaters 6121 Comply with efficiency requirements in Table 6 -12 Switch or clearly marked circuit breaker (electric) or cutoff (gas) 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 must have a pump timer Gas spa & pool heaters must have a minimum thermal —_ - -- _ _ -- _ - -- _ -- -- _ - - -- efficiency of 78 %- 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 EnergyGauge- DCA Form 600A -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 Residential System Sizing Calculation Summary GEM HOMES LLC Project Title- Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professioal Version SOUTH MIAMI, FL 33176 -1693 Climate* South Location for weather data Miami - Defaults Latitude(25) Temp Range(L) fiumou Humidi i data. Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Window total Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heatinq load calculation 39832 Btuh Total cooling load calculation 56427 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 116.0 46200 Sensible (SHR = 1) • • • • 158.4. 701400 Duct gain 37936 Btuh Latent : : 10 4: 1897 Btuh Total :00 • • • 135 t4.OM400 WINTER CALCULATIONS Winter Heatinn I nari /fnr 4171 cnf+l Load component Load Load Window total Window total 369 sqft 9826 Btuh Wall total 2893 sqft 13886 Btuh Door total 68 sqft 719 Btuh Ceiling total 2018 sqft 1614 Btuh Floor total See detail report 7066 Btuh Infiltration 191 cfm 4823 Btuh Subtotal Btuh Duct gain 37936 Btuh Duct loss Total sensible gain 1897 Btuh TOTAL HEAT LOSS 39832 Btuh Ducts /(5 %�) into (12 %) / Ri Doors(2 %) Fl o s(18 %) •••• .• • 0000.. •• k Cs(25 %) • 000.. 000000 e"s(e %) SUMMER CALCULATIONS Summer rnnlinn I nnri /fnr 2171 enffl Load component Load Window total 369 sqft 19884 Btuh Wall total 2893 sqft 9281 Btuh Door total 68 sqft 707 Btuh Ceiling total 2018 sqft 2825 Btuh Floor total 0 Btuh Infiltration 167 cfm 2752 Btuh Internal gain 8400 Btuh Subtotal(sensible) 43850 Btuh Duct gain 38 Total sensible gain (4j8 235 Btuh Latent gain(infiltration) 352 Btuh Latent gain(internal) 18 B Total latent gain 8192 Btuh TOTAL HEAT GAIN 1 56427 Btuh Latent lyd n el(3%) Let-- mM (11 %) hA Detrn(t 5 %) vVells(35 %) vAndows(35 %) Ducis(e %) fl Info (5 %) Ce"s(5 %) ~3(16 %) EnergyGauge® System Sizing based on ACCA Manual J PREPARED BY DATE EnergyGauge® FLRCPB v3 30 0000. 0000. 0000.. 0000.. • 0000.. 0 0000 0000 System Sizing Calculations - Summer Residential Load - Component Details GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate* South Reference City Miami (Defaults) Summer Temperature Difference. 15 0 F 6/22/2004 Internal Occupants Btuh /occupant Appliance Load stain 8 X 300 + 6000 8400 Btuh EnergyGauge® FLRCPB v3 30 • 0000• 0000• 0000•. 0000.0 • 0000•• • 0000 0000 Type Overhang Window Area(sgft) HTM Load Window Panes /SHGC /U /InSh /ExShOrnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, DEF, N, N E 2 2 81 382 155 226 27 85 2343 Btuh 2 1, Clear, DEF, N, N E 2 108 191 00 191 27 85 1622 Btuh 3 1, Clear, DEF, N, N E 0 16 097 191 165 26 27 85 665 Btuh 4 1, Clear, DEF, N, N E 0 16 278 260 4 9 21 2 27 85 1930 Btuh 5 1, Clear, DEF, N, N E 2 333 96 1 1 85 27 85 750 Btuh 6 1, Clear, DEF, N, N E 2 11 3 48 00 4 8 27 85 ' 407 Btuh 7 1, Clear, DEF, N, N W 2 278 390 95 295 27 85 . • • • • 2761 • Nuh: 8 1, Clear, DEF, N, N W 2 107 260 00 260 27 85 : 2211 • B *uh 9 1, Clear, DEF, N, N W 2 2 81 191 155 36 27 85 • • • • 72 f PlV• 10 1, Clear, DEF, N, N W 2 8 400 83 31 7 27 85 • • 2919 Bkuh 11 1, Clear, DEF, N, N N 2 2 81 260 00 260 27 27 ; : 701 Btuh 12 1, Clear, DEF, N, N N 2 2 81 130 00 130 27 27 • • • • 35; • Btuh* 13 1, Clear, DEF, N, N S 2 333 96 48 4 8 27 44 344 • VWp• 14 1, Clear, DEF, N, N S 6 16 8 400 400 00 27 44 ; •; 1080 BtA 15 1, Clear, DEF, N, N S 123 18 400 400 0 0 27 44 ;. ; 1080 Biuuh e Window Total 369 • • •••••• 19884 �h Walls Type R -Value Area HTM ; ; ; Load • . • • • 1 _Concrete - Exterior 4 1 _ 28930 32 ;. ; e; 9281 Btuh Wall Total 2893.0 9281 Btuh Doors Type Area HTM Load 1 Wood - Exter 480 104 499 Btuh 2 Wood - Exter 200 104 208 Btuh Door Total 68.0 707 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 300 20180 1 4 2825 Btuh Ceilin_q Total 2018.0 2825 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0 0 224 3 ft(p) 00 0 Btuh 2 Raised Wood 00 1158 0 sgft 00 0 Btuh Floor Total 13823 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 035 28539 1668 2752 Btuh Mechanical 0 0 Btuh Infiltration Total 167 2752 Btuh Internal Occupants Btuh /occupant Appliance Load stain 8 X 300 + 6000 8400 Btuh EnergyGauge® FLRCPB v3 30 • 0000• 0000• 0000•. 0000.0 • 0000•• • 0000 0000 Manual J Summer Calculations Residential Load - Component Details (continued) GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate. South 6/22/2004 Subtotal 43850 Btuh Duct gain(using duct multiplier of 0.10) 4385 Btuh Total sensible gain 48235 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 6352 Btuh Latent occupant gain (8 people @ 230 Btuh per person) 1840 Btuh Latent other gain 0 •Utua X6 TOTAL GAIN 427 'B4dR Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) ' • • • • • (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device none(N), Blinds /Dapenes(B) or Roller Shades(R)) • • • (ExSh - Exterior shading device none(N) or numerical value) • • • • • • • • (Ornt - compass orientation) .••• •• • EnergyGauge® FLRCPB v3 30 • • • System Sizing Calculations - Winter Residential Load - Component Details GEM HOMES LLC Project Title. Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate. South Reference City. Miami (Defaults) Winter Temperature Difference- 23 0 F 6/22/2004 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF E 38.2 266 1015 Btuh 2 1, Clear, Metal, DEF E 191 266 507 Btuh 3 1, Clear, Metal, DEF E 191 266 507 Btuh 4 1, Clear, Metal, DEF E 260 26.6 692 Btuh 5 1, Clear, Metal, DEF E 96 266 255 Btuh 6 1, Clear, Metal, DEF E 48 266 127 Btuh 7 1, Clear, Metal, DEF W 390 266 1038 Btuh 8 1, Clear, Metal, DEF W 26.0 266 692 Btuh 9 1, Clear, Metal, DEF W 191 266 . "'•507 BtdiT 10 1, Clear, Metal, DEF W 400 266 1b64 Btdh 11 1, Clear, Metal, DEF N 26.0 266 692 B! uh 12 1, Clear, Metal, DEF N 130 266 346 Btuh 13 1, Clear, Metal, DEF S 96 266 X55 Bjuh 14 1, Clear, Metal, DEF S 40.0 266 4064 [10 15 1, Clear, Metal, DEF S 400 26.6 1064 Btuh Window Total 369 :.' 9826 Btuh Walls Type R -Value Area X HTM= ' Load:.. , 1 Concrete - Exterior 41 2893 48 13886 Iltuh Wall Total 2893 "' :..: J 3886 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 48 106 508 Btuh 2 Wood - Exter 20 106 212 Btuh Door Total 68 719Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 300 2018 08 1614 Btuh Ceiling Total 2018 1614Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 224.3 ft(p) 186 4171 Btuh 2 Raised Wood /Enclosed 0 1158 0 sgft 25 2895 Btuh Floor Total 1382 7066 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 28539(sgft) 191 4823 Btuh Mechanical 0 0 Btuh Infiltration Total 191 4823 Btuh EnergyGauge® FLRCPB v3 30 Subtotal 37936 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 1897 Btuh Total Btuh Loss 39832 Btuh EnergyGauge® FLRCPB v3 30 Manual J Winter Calculations Residential Load - Component Details (continued) GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate- South 6/22/2004 Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 • 0000. 0000 . ... 0000. 0000.. 0000 . • . 0000 0000.. 00 • 00 . . . .. 0000.. . • 0000 .. 000000 . 00000 00 .0 • 0000 0000.. 0000 0000 0 000000 0 0 0 0000 00 . . 0000.. EnergyGauge® FLRCPB v3 30 Manual J Summer Calculations Residential Load - Component Details (continued) GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate South 6/22/2004 Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window 1.1-Factor or'DEF for default) (InSh - Interior shading device none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3 30 Subtotal 43850 Btuh Duct gain(using duct multiplier of 0.10) 4385 Btuh Total sensible gain 48235 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 6352 Btuh Latent occupant gain (8 people @ 230 Btuh per person) 1840 Btuh Latent other gain 0 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window 1.1-Factor or'DEF for default) (InSh - Interior shading device none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Winter Residential Load - Component Details GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate South Reference City Miami (Defaults) Winter Temperature Difference. 23 0 F 6/22/2004 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF E 382 266 1015 Btuh 2 1, Clear, Metal, DEF E 191 266 507 Btuh 3 1, Clear, Metal, DEF E 191 266 507 Btuh 4 1, Clear, Metal, DEF E 260 266 692 Btuh 5 1, Clear, Metal, DEF E 96 266 255 Btuh 6 1, Clear, Metal, DEF E 48 26.6 127 Btuh 7 1, Clear, Metal, DEF W 390 266 1038 Btuh 8 1, Clear, Metal, DEF W 26.0 266 692 Btuh 9 1, Clear, Metal, DEF W 191 266 507 Btuh 10 1, Clear, Metal, DEF W 400 26.6 1064 Btuh 11 1, Clear, Metal, DEF N 26.0 266 692 Btuh 12 1, Clear, Metal, DEF N 130 266 346 Btuh 13 1, Clear, Metal, DEF S 96 266 255 Btuh 14 1, Clear, Metal, DEF S 400 266 1064 Btuh 15 1, Clear, Metal, DEF S 40.0 266 1064 Btuh Window Total 369 9826 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 41 2893 48 13886 Btuh Wall Total 2893 13886 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 48 106 508 Btuh 2 Wood - Exter 20 106 212 Btuh Door Total 68 7196tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 300 2018 08 1614 Btuh Ceiling Total 2018 1614Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 224 3 ft(p) 186 4171 Btuh 2 Raised Wood /Enclosed 0 1158 0 sqft 25 2895 Btuh Floor Total 1382 7066 Btuh • Infiltration Type ACH X Budding Volume CFM= Load Natural 0.40 28539(sgft) 191 4823 Btuh Mechanical 0 0 Btuh Infiltration Total 191 4823 Btuh EnergyGauge® FLRCPB Q 30 Subtotal 37936 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 1897 Btuh Total Btuh Loss 39832 Btuh EnergyGauge® FLRCPB Q 30 Manual J Winter Calculations Residential Load - Component Details (continued) GEM HOMES LLC Project Title Code Only Lot 20 - Block 1 SOUTH MIAMI LOT 20 BLK 1 Professional Version SOUTH MIAMI, FL 33176 -1693 Climate South 6/22/2004 Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB Q 30 Page. 1 of 2 MIAMI -DADE COUNTY, FLORIDA 4 MIAMIDADE 2005031708442169 BERM ENVIRONMENTAL RESOURCES MANAGEMENT Issued Date : 17-MAR-2005 OFFICE OF PLAN REVIEW SERVICES Expiration Date: 15 -JUN -2005 11805 SW 26 STREET SUITE 124 MIAMI, FLORIDA 33175 -2474 MR JORGE NUCHE (786) 315 -2800 JORGE NUCHE DESIGN 3876 SW 112 AVE #133 MIAMI, FL 33165 Fax- (305) - Tel- 3055533105 RE: Sewer System Treatment and Transmission Capacity Certification Dear MR NUCHE: The Dade County Department of Environmental Resources Management (DERM) has received your application for approval of a sewer service connection to serve the following project which is more specifically described in the attached project summary. Project Name: GEM HOMES Project Location: 5740 SW 59 CT SOUTH MIAMI Proposed Use: ONE SINGLE FAMILY RESIDENCE Previous Flow (Credit): 0 GPD Calculated'Sewage Flow: 350 GPD Sewer Utility: MIAMI DADE WATER & SEWER DEPARTMENT Receiving Pump Station: 30 -0181 DERM has evaluated your request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93 -1109 CIV- MORENO) between the United States of America and Miami Dade County. DERM hereby certifies that adequate treatment and transmission capacity, as therein defined, will be available for the above described project subject to the following conditions: Permitting,Completion and Certification of the improvements required to upgrade Miami -Dade Water and Sewer pump stations 30 -0177. Please be advised that issuance of any certificate of occupancy for the subject project will be withheld pending compliance with any and all conditions stipulated by applicable local and state permits for the collection /transmission system improvement(s) herein required. Furthermore, be advi Departmental approval and approval may be specific aspects of per day (GPD) flow allocation purposes sed that this approval does not constitute for the proposed project. Additional reviews required from sections having jurisdiction over this project. Also, be advised that the gallons determination indicated herein are for sewer only (in compliance with Consent Decree Page. 2 of 2 1IN111111111111111111111111111111111111111111111111111111111111111111111111111111111IN 2005031708442169 Issued Date: 17 -MAR -2005 Expiration Date: 15 -JUN -2005 requirements) and may not be representative of GPD flows used in calculating connection fees by the utility providing the service. Finally, this certification is subject to the terms and conditions set forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification to the Building Department having jurisdiction over this proposed project, said department building official is hereby ordered to condition, by means of an estoppel notice, a copy of which is attached, any building permit(s) issued pursuant to this certification to the above mentioned conditions. Furthermore, acopy of this letter must be attached to the Office Copy of the building permit plans to be submitted to the corresponding Building Department. Sincerely, John W. Renfrow, P.E. Director Departm nt o nvironmental Resources Management By. Vi ente Arrebola, P.E'. Chief, Office of Plan Review Services Attachments (3) CC: Building Official (w /Attachments) Utility Official (w /Project Summary Attachment) Date: 03 -17 -2005 Applicant's Name: MR JORGE NUCHE , Applicant's Address: 3876 SW 112 AVE #133 DERM Number: 2005 - 0317 - 0844 -2169 Project: GEM HOMES 5740 SW 59 CT Proposed Use: ONE SINGLE FAMILY RESIDENCE Pump Station: 30 -0181 Allocated flows: 350 (GPD) Projected NAPOT: 1.24 (HR) # Folio - -- ---------- - - - - -- --- ---------- - - - - -- Lot - -- - -- Block - - - -- - - - -- Flow (GPD) -------- - - - - -- -------- - - - - -- 1 09- 4025 - 061 -0200 20 1 350 Page: 1 MIAMI -DADE WATER AND SEWER DEPARTMENT PO Box 330316, Miami, Florida 33833 -0316 3575 5 LeJeune Road Tel 305 665 -7471 ve*,\6 VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM SERVE o CONSERVE ATLAS PAGE M -18 INV# 74553 FORM # 20055027 DATE 3/23/2005 NAME OF OWNER IGEM HOMES LLC PROPERTY ADDRESS [740 SW 59TH CT _ - -_ - —_ _ - -_ J PROPOSED USAGE / ISINGLE FAMILY RESIDENCE NO. OF UNITS I - - - -- - - - -- - - - - -- - - - -- - --1 REPLACES: PREVIOUS USAGE / NO OF UNITS PROPERTY LEGAL FOLIO NUMBER LAND 20 BLOCK 1 GABLES EDGE 09 -4025- 061 -0200 GALLONS PER DAY INCREASE r PREVIOUS FLOW 1 0 PREVIOUS SQUARE FOOTAGE ❑ NEW CONSTRUCTION PROPOSED FLOW 350 i PROPOSED SQUARE FOOTAGE 2,939 ❑INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _6_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHD AL Queen 8mIa14Pd - New Buss JAS L RaPresentafiue SIGNATURE OF REPRESENTATIVE - -- AUTHORIZED BY — _- BUSINESS COMMENTS ALL FEES DUE WITH SET METER REQUEST PLANS REVIEW COMMENTS I I I CRITERIA. S1A/A2E THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _8_ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D E R M THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE THREE HUNDRED FIFTY [350] GALLONS PER DAY INCREASE QUEEN BQQKER - NEW BUSINESS REPRESENTATIVE BY' SIGNATURE OF REPRESENTATIVE AUTHORIZED BY N BUSINESS COMMENTS SUBJECT TO D E.R M CERTIFICATION LETTER #2005031708442169 DATED MARCH 17, 12005 PLANS REVIEW COMMENTS CONTACT NAME: JORGE NUCHE Printed On 3/23/2005 NB Queen Booker 2 14 09 PM PR CONTACT PHONE- (305) 553 -3105 ., STRUCTURAL'���: � CALCULATIONS. ��• • "``' 0 ofeet *ego*,, see* 0090 00 0 00*000 LOT 20 - BLK* 1 SOUTH -MIAMI GEM HOMES LLC. 05/20/2004 PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES L.L.C. JOB NUMBER SOUTH MIAMI LOT 20 - BLK 1 DATE : 6/23/2004 DESCRIPTION ROOF PRESSURES WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR K ,7t ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 5.00 : 12 51.3 FT2 25.0 FT .0 FT (22.62 DEG) Kh = 0.945 Kz = 0.849 9999 •• • • . . • 9999 • 999900 9999 • 9999 • • • . .. 9900 .. qh: = 51. 6 ;PS$' qz =; 46.E PSF . • 9999.. .. . .000 . . goes GABLE /HIP ROOF WIND LOADS a ROOF AREA •'• "' 1 2 3 GCp ( +) 0.358 0.358 0.358 GCp ( -) -0.829 -1.603 -1.603 PRESSURE(psf) 27.7 27.7 27.7 VERT. COMP. 25.6 25.6 25.6 HORIZ. COMP. 10.7 10.7 10.7 SUCTION(psf) -52.0 -92.0 -92.0 VERT. COMP. -48.0 -84.9 -84.9 HORIZ. COMP. -20.0 -35.4 -35.4 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh [ ( GCp ) - ( GCp i) ] GCpi = ± 0.18 BUILDING WIDTH = 41.5 FT CORNER DISTANCE, a = 4.2 FT Y 9999. 9999. 9999.. 9999.. .gs... 9999 9999 VAA SOUTH MIAMI Luis A. Prieto - Portar, P.E. LOT 20 - BLK.1 Consulting Engineer Eng(s): J.M - K. C. GEM HOMES LLC. ACI 530 Sect. 7 REINFORCED MASONRY EXTERIOR WALLS 9 FT HIGH - FIRST FLOOR Horizontal Pressure ( windward wall) Wall Span 8.0 ft Pwz4 = -61.0 psf Zone ft all Tnickne: 8.0 In Pwz5 - -7 ?.4 Psf •• Zone ne 0 5 0 000 d= 3 8 in •.. .• 0 0000. .00000 .. . Assuming spacing @ 48 in. o.c. 0 000000 • 0 • • 0 : • • 0 0 � 0 Try . 1 # 6 bar @ 48 Number of Bars 0 0 0 0 :.1 .' A S = 0.44 in. 2 fm = 2000 psi f S = 24000 psi Fm = 0.33xf m Fm = 666 psi Em = 1000xfm Em = 2000 psi ES = 29500 psi n= 15 P = 0.0024 pn = 0.0355 k = 0.2333 j = 0.9222 2 /kj= 9.2963 L: Effective Width SUMMAF&Y•o•: 0000 . • 0000.. STEEL BLOCK GOOD GOOD GOOD GOOD GOOD • BLOCK 48 ... MOMENT EFFECTIVE WIDTH 48 In 0000.. M= fmxbxd2 /(2 /kj)= M= 49,917.52 lb -in= 4,160 lb -ft LOAD ALLOWABLE 519.97 lb/ft= 130.0 psf > -61.00 -71.4 0000 •• • SUMMAF&Y•o•: MOMENT M= fsxAsxjxd= M= 37,105.07 lb-in= 3,092 lb -ft LOAD ALLOWABLE 38651 lb/ft= 96.6 psf > ZONE 4 ZONE 5 STEEL BLOCK GOOD GOOD GOOD GOOD ZONE 4 ZONE 5 MOMENT M= fsxAsxjxd= M= 37,105.07 lb-in= 3,092 lb -ft LOAD ALLOWABLE 38651 lb/ft= 96.6 psf > REQ. REQ. -61.00 -71.4 GOOD GOOD BLOCK MOMENT EFFECTIVE WIDTH 48 In M= fmxbxd2 /(2 /kj)= M= 49,917.52 lb -in= 4,160 lb -ft LOAD ALLOWABLE 519.97 lb/ft= 130.0 psf > -61.00 -71.4 PROVIDE: 1 # 6 @ 48" FOR MASONRY WALL 9 FT HIGH AT ZONES 4 AND GOOD 5 - FIRST FLOOR GOOD SOUTH MIAMI LOT 20 - BLK 1 Horizontal Pressure ( windward wall) Wall Span 8.0 ft Wall Thickner 8.0 in d= 3.8 in Assuming spacing @ 48 Try: 1 # 6 bar A s = 0.44 in. 2 fin = 2000 psi f s = 24000 psi Fm = 0.33xf m Fm = 666 psi Em= 1000xfm Em = 2000 psi Es= 29500 psi n= 15 P = 00024 Pn = 0.0355 k = 0.2333 j = 0.9222 2 /kj= 9.2963 in. o.c. 48 Luis A. Prieto-Portar, P.E. Consulting Engineer Eng(s): J.M - K.C. AC1530 Sect 7 VALLS 8 FT HIGH - SE[`hivn Fi nnn PWZ4 = PwZ5 = Number of Bars Effective width -61.4 psf Zone►4 ZONE 4 -72.3 psf Zone 9: • • GOOD .... ••6 ; ; • • '• •0• 0060• GOOD • ...... .... 00:0 :0000 00 M= fmxbxd2 /(2 /kj)= 0 • •� 666•; -61.40 -72.3 • •� . PROVIDE. 1# 6 48" FOR MASONRY WALL 8 FT HIGH AT ZONES 4 AND 5 GOOD -SECOND GOOD FLOOR • •060. A? • 6 • SUM s i ttL: ZONE 4 ZONE 5 STEEL GOOD GOOD BLOCK GOOD GOOD - s i ttL: ZONE 4 REQ. ZONE 5 REQ. MOMENT M= fsxAsxjxd= M= 37,105.07 lb-in= 3,092 lb-ft LOAD ALLOWABLE 386.51 Ibht= 96.6 psf > -61.40 -72.3 GOOD GOOD BLOCK MOMENT EFFECTIVE WIDTH 48 in M= fmxbxd2 /(2 /kj)= M= 49,917.52 lb -in= 4,160 lb -ft LOAD ALLOWABLE 519.97 lb/ft= 130.0 psf > -61.40 -72.3 PROVIDE. 1# 6 48" FOR MASONRY WALL 8 FT HIGH AT ZONES 4 AND 5 GOOD -SECOND GOOD FLOOR A? SOUTH MIAMI Luis A. Prieto-Portar, P.E. LOT 20 - BLK.1 Consulting Englneer Eng(s): J.M - K. C. GEM HOMES LLC. ACI 530 Sect 7 LARGE OPENINGS IN WALLS (FIRST FLOOR) Horizontal Pressure ( windward wall) Wall Span 9.0 ft PwZ4 = -61.4 psf Zone 4 Wall Thickness 8.0 in PwZ5 = -72.3 psf Zone 5 ; d= 3.8 in ' Assuming spacing @ 48 in. o. c. : • • Try : 1# 6 bar @ 48 Number of Bars ' • • • • • ' •� ' • .... Wall Opening • �. 5:;3 • A S = 0.88 in Effective Width :.' : 28 • • ... • • fm = 2000 psi •• •.•' �' • f g = 24000 psi ZONE 5 REQ. SUMMARY.:.: ; Fm = 0.33xf m LOAD ALLOWABLE 576.98 lb/ft= 115.4 psf > -61.40 ZONE 4 ZONE 5 , Fm = 666 psi MOMENT EFFECTIVE WIDTH 28 In STEEL GOOD GOOD M= 60,599.56 lb -in= 5,050 lb -ft Em = 1000xfm LOAD ALLOWABLE 498.76 lb/ft= 99.8 psf > BLOCK GOOD GOOD GOOD Em= 2000 psi Es = 29500 psi TIE IOW n = 15 5 33' OPENING 28. ' P = 0.0082 8 8 pn = 0.1217 EFFECTIVE MASONRY JAMB k = 0.3864 j = 0.8712 2 /kj= 5.9411 STEEL: ZONE 4 REQ. ZONE 5 REQ. MOMENT M= fsxAsxjxd= M= 70,102.73 lb-in= 5,842 lb -ft LOAD ALLOWABLE 576.98 lb/ft= 115.4 psf > -61.40 -72.3 GOOD GOOD - BLOCK MOMENT EFFECTIVE WIDTH 28 In M =1.33 fmxbxd2 /(2 /kj)= M= 60,599.56 lb -in= 5,050 lb -ft LOAD ALLOWABLE 498.76 lb/ft= 99.8 psf > -61.40 -72.3 GOOD GOOD PROV :2# 6 AT EACH SIDE OF OPENING (SEE PLAN S -1) FOR DOUBLE DOOR OPENINGS SOUTH MIAMI LOT 9 - BLK.1 Co GEM HOMES LLC. LARGE OPENINGS IN WALLS Horizontal Pressure ( windward wall) Wall Span 8.0 ft Wall Thickness 80 in d= 3.8 in Assuming spacing @ 48 in. o. c. Try • 1 # 6 bar @ 48 A s = 044 in. 2 fm = 2000 psi f s = 24000 psi Fm= 0.33xfm Fm = 666 psi Em = 1000xfm Em = 2000 psi Es = 29500 psi n= 15 P = 0.0041 pn = 0.0608 k = 0.2932 j = 0.9023 2 /kj= 7.5591 Luis A. Prieto-Portar, P.E. ling Engineer T Eng(s): J.M - K.C. AC1530 Sect 7 COND FLOOR) Pwza = -61.0 psf Zone 4 P = -71.4 psf Zone 3• • : STEEL BLOCK GOOD GOOD GOOD GOOD LOAD ALLOWABLE 378.13 lb/ft= 75.7 psf > -61.00 -65.7 GOOD GOOD BLOCK Number Of Bars • • • • • • • 1 • • Wall Opening •��� • . • • LOAD ALLOWABLE 496.12 lb /ft= 99.3 psf > • Effective Width : -65.7 • • . 28 • • • • GOOD PROV: 1#6 AT EACH SIDE OF OPENING (SEE PLAN S -2) FOR DOOR OPENING IN BALCONY .... •••• SUMM�IRY•• • TIE DOW 5 33' OPENING y 28" � 8 ----------- - - - - -� --------- - - - - -- 6. 8 EFFECTIVE MASONRY JAMB I tt�: ZONE 4 REQ. ZONE 4 ZONE 5 STEEL BLOCK GOOD GOOD GOOD GOOD TIE DOW 5 33' OPENING y 28" � 8 ----------- - - - - -� --------- - - - - -- 6. 8 EFFECTIVE MASONRY JAMB I tt�: ZONE 4 REQ. ZONE 5 REQ. MOMENT M= fsxAsxjxd= M= 36,300 84 lb-in= 3,025 lb-ft LOAD ALLOWABLE 378.13 lb/ft= 75.7 psf > -61.00 -65.7 GOOD GOOD BLOCK MOMENT EFFECTIVE WIDTH 28 In M =1.33 fmxbxd2 /(2 /kj)= M= 47,627.95 lb -in= 3,969 lb -ft LOAD ALLOWABLE 496.12 lb /ft= 99.3 psf > -61.00 -65.7 GOOD GOOD PROV: 1#6 AT EACH SIDE OF OPENING (SEE PLAN S -2) FOR DOOR OPENING IN BALCONY Ap Homes (Lot 20 - Block 1) h = 7 in. d = 5.88 in. Wu= 0.233 kip /ft2 Tributary width from slab: Factored load / foot of slab: Solve for b... Max Shear: 18.90 V, = 2sgrt(fc)bd b (req'd) : 34.55 try 42 bd = 246.8 Moments: ( +M) max. Mu= 77.93 F= 0.12 Ku= 645 P = 0.0145 As = 3.58 Req'd Steel: 9#6 Luis A. Prieto - Portar, P. E. Assuming # 6 bars fc = 3000 psi fy = 60000 psi 9.8 ft 2.29 kips/ ft kips in in in. z Provide: 9 # 6 TOP.S.BOT.CONT. 0 Gem Homes (Lot 20 - Block 1) Luis A. Prieto- Portar, P. E. Consulting Engineer Slab Band: (SB -2) Assuming # 6 bars h = 7 in. f = 3000 psi d = 5.88 in. f,, = 60000 psi Wu= 0 233 kip /ft2 Tributary width from slab: 80 ft Factored load / foot of slab: 1.86 kips/ ft Solve for b kips in in in. 2 Provide: 4 # 6 TOP.B.BOT.CONT. Max Shear: 7.53 V, = 2sgrt(fc)bd b (req'd) : 13.77 .... try 24 bd = 141.0 Moments. ( +M) max. Mu= 19.31 F= 0.07 Ku= 280 p = 0.006 As = 0.85 Req'd Steel: 3 # 6 kips in in in. 2 Provide: 4 # 6 TOP.B.BOT.CONT. ...... .... Gem Homes (Lot 20 - Block 1) Luis A Prieto- Portar, P.E. Consulting Engineer Slab Band: (SB -31 Assuming # 6 bars h = 7 in. fc = 3000 psi d = 5.88 in. fy = 60000 psi Wu= 0 233 kip /ft2 Tributary width from slab: 90 ft Factored load / foot of slab: 2.09 kips / ft Solve for b,,,., Max Shear: 15.15 kips in in in. 2 Provide: 6 # 6 TOP.B.BOT.CONT. 0 V, = 2sgrt(fc)bd b (req'a) : 27.69 try 36 bd = 211.5 Moments: ( +M) max. Mu= 54.90 F= 010 Ku= 530 p = 00115 As = 2.43 Req'd Steel: 6 # 6 in in in. 2 Provide: 6 # 6 TOP.B.BOT.CONT. 0 Gem Homes (Lot 20 - Block 1) Luis A. Prieto - Portar, P.E. Consulting Engineer- Slab Band : (SB -4) 0000. Assuming # 6 bars h = 7 in fc = 3000 psi d = 5.88 in fy = 60000 psi Wu= 0.233 kip /ft2 '. :6: Tributary width from slab: 6.0 ft Factored load / foot of slab: 1.40 kips/ ft Solve for b 0000 Max Shear: 6.83 kips Vc = 2sgrt(fc)bd b (,eq'd) : 12.48 in try 14 in bd = 82.3 in. 2 Moments: ( +M) max. Mu= 16.63 F= 0.04 • Ku= 413 P = 0.0085 AS = 0.70 Req'd Steel: 3 # 6 • Provide: 3 # 6 TOP.B.BOT.CONT. 2 0000. 0000 •• . . • • '. :6: 60000 • 0000.. 0000 • • 00 0••0 :0000. 0 • 00000. • •• 60006 • '6 00 0000.. • • 000.. 0 • •• 9 • 6 .. 6669 : 0000.. 6 0666 900. • 0000 90 066600 . . . 2 Gem Homes (Lot 20 - Block 1) Luis A. Prieto - Portar, P.E. Consulting Engineer Slab Band: (SB -51 Assuming # 6 bars h = 7 in f = 3000 psi d = 5.88 in. fy = 60000 psi Wu= 0.233 kip /ft2 Tributary width from slab: 6.0 ft Factored load / foot of slab: 1.40 kips / ft kips in in in. 2 Provide: 3#6 TOP.B.BOT.CONT. Max Shear: 6.83 V, = 2sgrt(fc)bd b (req'd) : 12.48 try 14 bd = 82.3 Moments. ( +M) max. Mu= 16.63 F= 0.04 Ku= 413 p = 0.0085 As = 070 Req'd Steel : 3 # 6 kips in in in. 2 Provide: 3#6 TOP.B.BOT.CONT. Iuem homes (Lot 20 - Block 1) Luis A. Prieto - Portar, P.E. Consulting Engineer ti -1 Covered Terrace 8" X 16" U wU 14.84 kip heck critical shear section, V„ @ d @ d = [( 0.51- - deh)/ 0.5L] x V„ = 11.13 kip n = VU 4 = 13.09 kip = 2 Sqrt( f,) bd = 12.71 kip V,/2 = 6 35 kip By ACI 11 5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 7.25 say , 7 in. Reinforcement needed until Vn = Vc / 2 This occurs at : 2 ft. from centerline of beam Provide: 6 # 3 stirrups n 6" o.c. from supports, bal. (a) 12" o.c. Rebar # 6 Rebar weight: 0.057 kip / ft 0000 length: 9.67 ft. or 116 in height: 16 in. 0000.. Loads : d ae : 145 in. • DL: 30 psf 0000.. width: 8 in. LL: 40 psf Beam self weight: 0.19 kip/ft Factored Loads Factored beam self weight: 0 1.4 DL + 1.7 LL = 0.233 kip / ft2 = 0.27 kip I 0 ft 000 Tributary width from slab: 10 ft • • • • • • DL (slab) 0 0875 kip /ft 2 • Total Factored Load: 2.591 kip /ft ;• •: FK„ P AS0.00 M„ = 1/8 w„ L2 = 30.26 kip-ft 0.140 216 0.0045 0.52 • K42 Provide: 2 #6 TOP & BOT. • Shear ' V = 1 /2 L = :..:.: U wU 14.84 kip heck critical shear section, V„ @ d @ d = [( 0.51- - deh)/ 0.5L] x V„ = 11.13 kip n = VU 4 = 13.09 kip = 2 Sqrt( f,) bd = 12.71 kip V,/2 = 6 35 kip By ACI 11 5.5.1. Check if stirrups are required. Vn > Vc / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 7.25 say , 7 in. Reinforcement needed until Vn = Vc / 2 This occurs at : 2 ft. from centerline of beam Provide: 6 # 3 stirrups n 6" o.c. from supports, bal. (a) 12" o.c. i �2� 0000. 0 • . ... 0000. 0000 • .000.0 0000 0 •• 0000.. . 0 • .00000 0000.. 0 0 0 00.0 000000 • 0000 0000 0000 •• • i �2� Iuem homes (Lot 20 - Block 1) Luis A. Prieto- Portar, P.E. Consultina Enaineer 0 Interior T -Beam 8" X 12" Check critical shear section, V„ @ d V„ @ d = [( 0.51- - dery)/ 0 5L] x V„ = 16.63 kip V. = V. 4 = 19.56 kip Vc = 2 Sgrt( f j bd = 9.20 kip V� / 2 = 4 60 kip By ACI 11.5.5.1 Check if stirrups are required. V, > V, / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing : 5.25 say , 5 in. Reinforcement needed until V„ = V, / 2 This occurs at : 1 ft. from centerline of beam Provide: 11 # 3 stirrups @ 6" o.c. from supports. bal. (a) 12" o.c. Rebar # 8 Rebar weight: 0.033 kip / ft length: 12.58 ft. or 151 in height: 12 in. Loads : d eH : 10.5 in. DL: 30 psf width: 8 in. LL: 40 psf Beam self weight: 0.13 kip/ft Factored Loads: Factored beam self weight: • 1.4 DL + 1.7 LL = 0.233 kip / ft2 = 0.19 kip ft g • ; Tributary width from slab: 10 ft :0 DL (slab) : 0.0875 k ip/ft 2 • • •.; Total Factored Load: 2.511 kiptft •' • g g F K„ P As....' Mu = 1/8 Wu LZ = 49.70 kip -ft 0.074 676 0.0155 1.30 J42 Provide: 2 #8 TOP & BOT. • Shear . "•' • V„ = 1/2 w„ L = 19 32 kip • Check critical shear section, V„ @ d V„ @ d = [( 0.51- - dery)/ 0 5L] x V„ = 16.63 kip V. = V. 4 = 19.56 kip Vc = 2 Sgrt( f j bd = 9.20 kip V� / 2 = 4 60 kip By ACI 11.5.5.1 Check if stirrups are required. V, > V, / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing : 5.25 say , 5 in. Reinforcement needed until V„ = V, / 2 This occurs at : 1 ft. from centerline of beam Provide: 11 # 3 stirrups @ 6" o.c. from supports. bal. (a) 12" o.c. ...... .... goes .... • g g uem homes (Lot 20 - Block 1) Luis A. Prieto - Portar, P.E. Consulting Engineer B -3 Beam over Garage 8" X 16" Rebar # 6 Rebar weight: 0.057 kip / ft length: 9.67 ft. or 116 in height: 16 in. Roof Loads : d eff : 14.5 in. DL: 25 psf width- 8 in. LL: 30 psf Beam self weight: 0.19 kip/ft Factored Loads : Factored beam self weight- . 1.4 DL + 1.7 LL = 0 209 kip / ftZ = 0.27 kip j'ft "• • • • • Tributary width from roof: 5.08 ft Total Factored Load: 1.325 kip/ft 0 .. 0000 000 0000.' F K„ P V .. M„ = 1/8 w„ L2 = 15.48 kip -ft 0.140 110 0.0045 0.52.. jn2 • • • • • • • 0000.• lProvide: 2 #6 TOP & BOT. • Shear • 0000.. V„ = 1/2 w„ L = 14.84 kip 0.00•• . " ". • • • •00. Check critical shear section, V„ @ d 9.00.: V„ @ d = [( 0.5L - deft)/ 0.5L] x V„ = 11.13 kip V. = VU 4 = 13.09 kip Vc = 2 Sqrt( f j bd = 12 71 kip Vc / 2 = 6 35 kip By ACI 11.5.5.1. Check if stirrups are required. V„ > Vc / 2 Stirrups are required. By ACI 11.5.4.1. Spacing of shear shall not exceed d/2 Max. spacing: 7.25 say , 7 in. Reinforcement needed until Vn = V, / 2 This occurs at : 2 ft. from centerline of beam Provide: 6 # 3 stirrups @ 6" o.c. from supports, bal. (a) 12" o.c. . 0000. 0000. 0000.. sloe*: . . . 0000•• . .... 0060 .. • • . • LOT 20 - BLK. 1 SOUTH -MIAMI GEM HOMES LLC. 05/20/2004 WINDOWS 0-...: so:: 0009 egos** PRESSURES :• :0 *see:* go :0 0000 00 0 fees 0000 LOT 20 - BLK. 1 SOUTH -MIAMI GEM HOMES LLC. 05/20/2004 PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION GARAGE DOOR PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 138.7 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z. = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.798 0.798 GCp ( -) -0.898 -0.997 PRESSURE (psf) 49.1 49.1 SUCTION (psf) -54.1 -59.1 I = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 0000. 0000. 0000.. 0000.. 0000.. . 0000 0000 lUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT M/ 0000 .. 0000.. 0000 0000 qh 5Q.2 �S , ='.JW3 PUO qz .' • 0000.. .. . . . . . . 0000.. .. . .00. , . 0 . 0000 .0000. I = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 0000. 0000. 0000.. 0000.. 0000.. . 0000 0000 lUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT M/ PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION WINDOW PRESSURES- WINDOWD TYPE E * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 41.0 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.892 0.892 GCp ( -) -0.992 -1.184 PRESSURE (psf) 53.8 53.8 SUCTION (psf) -58.8 -68.5 ...... ' = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 . .... 4UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ...... .... c 5Q.2 PSE. qh q = '.4G.73 PW •• ' = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 . .... 4UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION WINDOW PRESSURES - WINDOWS TYPE A * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 10.4 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.997 0.997 GCp ( -) -1.097 -1.394 PRESSURE (psf) 59.1 59.1 SUCTION (psf) -64.1 -79.0 0000 .. 0000.. 0000 . 0000 qh :.5a.2�e qz 46.3 P$F 0000.. 0000.. .. 0000 .. 0000 0000.. ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 0000. 0000. ...... 0000.. 0000.. 0 0000 0000 4ULDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION WINDOW PRESSURES TYPE B * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 12.4 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z_ = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.984 0.984 GCp ( -) -1.084 -1.367 PRESSURE (psf) 58.4 58.4 SUCTION (psf) -63.5 -77.7 ' = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 . 0.000 0000. 0000.. 0.00.0 . 0066.. . 0000 0000 BUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ffil 0000 .. 0000.. 0000 0000 qh 50,.2 P.SF,. =' M.3 P9V qz .' 0000.. 0000.. .. 0000 . 0000 0000.. ' = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 . 0.000 0000. 0000.. 0.00.0 . 0066.. . 0000 0000 BUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ffil PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DESCRIPTION WINDOW PRESSURES TYPE B1 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 8.5 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 59.3 59.3 SUCTION (psf) -64.3 -79.3 DATE : 6/23/2004 ' = qh [ ( GCp ) - ( GCp i) ] 'Cpi = ± 0.18 0000. 0000. 0000.. 0000.. 0000.. 0000 0000 1UILDING WIDTH = 46.0 FT 'ORNER DISTANCE, a = 4.6 FT 0000 .. . . . ... 0000.. 0000 . 0000 qh =i' 50.2 PSFO *,• = •�6�,� PSk• qz 0000.. 0000.. .. 0000 . 0000 0000.. ' = qh [ ( GCp ) - ( GCp i) ] 'Cpi = ± 0.18 0000. 0000. 0000.. 0000.. 0000.. 0000 0000 1UILDING WIDTH = 46.0 FT 'ORNER DISTANCE, a = 4.6 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 13.3 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z. = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.978 0.978 GCp ( -) -1.078 -1.356 PRESSURE (psf) 58.1 58.1 SUCTION (psf) -63.2 -77.1 ...... = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 . !UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ...... .... • .... qh 50.2 tS�"•. qz = •46•.3 PSG' = gh[(GCp) - (GCpi)) ;Cpi = ± 0.18 . !UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 22.1 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z- = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.939 0.939 GCp ( -) -1.039 -1.279 PRESSURE (psf) 56.2 56.2 SUCTION (psf) -61.2 -73.2 gh[(GCp) - (GCpi)] ,Cpi = ± 0.18 IUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ME . ..... 0000 .. . . . . . . . . ... 0000. 0000.. 0000 . . . 0000 0000.. *501.2 PSF * qh : qz = :46.1 PS'�•��• •••��• 0000.. 0000.. 0000 0000.. .. . 0000 0000 gh[(GCp) - (GCpi)] ,Cpi = ± 0.18 IUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT ME PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 51.5 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z. = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.874 0.874 GCp ( -) -0.974 -1.149 PRESSURE (psf) 52.9 52.9 SUCTION (psf) -58.0 -66.7 . . . ... ...... .... . goes qh = .•50•.2 PSF • qz = •4.0 PSt.•* :. = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 .... !UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT "'le PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 22.0 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z- = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.940 0.940 GCp ( -) -1.040 -1.279 PRESSURE (psf) 56.2 56.2 SUCTION (psf) -61.2 -73.3 I = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 BUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT 0 . . . ... ..... ...... .... . . . .... ...... qh = .050'..2 P S F . . .. ...... qz = k 3 PSF•• •• �• .. . .... .... . . . .... .. . I = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 BUILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT 0 PISTORINO & ALAM CONSULTING ENGINEERS, INC. 6401 SW 87TH AVE., SUITE 111 MIAMI, FL 33173 (305)279 -7939 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : GEM HOMES LLC. JOB NUMBER LOT 20 - BLK. 1 (SOUTH MIAMI) DATE : 6/23/2004 DESCRIPTION * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 42.5 FT2 MEAN ROOF HEIGHT = 22.0 FT Kh = 0.92 DISTANCE, Z- = .0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.889 0.889 GCp ( -) -0.989 -1.178 PRESSURE (psf) 53.7 53.7 SUCTION (psf) -58.7 -68.2 ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 4UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT . . . ... ..... ...... .... . . . .... ...... qh =. *50'2 PSF • = 16..i- Psi..*:. ...:�. qz ... .... .... . . . .... .. . ' = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 4UILDING WIDTH = 46.0 FT :ORNER DISTANCE, a = 4.6 FT F I P. 01/ NO ID. _ N BOUNDARY SURVEY FS LEGAL DESCRIPTION LOT 20, BLOCK 1, OF GABLES EDGE, ACCORDING TO THE PLAT a�3 THEREOF, AS RECORDED IN PLAT BOOK 94, AT PAGE 54, OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. (k All I CD nDI\JC\ 4 3 1 2 I 1 j = . M 62 61 1 60 59 3 3 58 '>W �' ■ ■ "' 56th TERRACE 57 17 26 27 w 36 37 46 47 5E ~ U > J ~ 18 25 28 < 35 38 0- 45 48 s 55 19 24 29 `n 34 39 Ln° 44 49 L) 54 20 N 23 30 33 40 Ln 43 50 v' 5: a1 as 21 IP Al as 51 52 LOCATION SKETCH N. T. S. NOTES -LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENT% RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE - -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY -THIS DRAWING IS THE PROPERTY OF A. now AND ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. MORE AND ASSOCIATES. INC m z W i; J� W I Res a d I> B III eiANMri��7> Ha z� N z o � < g a a a W ul "lz .b'. 3f HY f>a RI i < a FLOOD ELEVATION INFORMATION: 192 t; DATE OF FIRM: 07 -17 -95 = . M COMMUNITY No. 120658 PANEL 0265 SUFFIX. J 3 3 6 ZONE X BASE FLOOD ELEVATION: N/A �' ■ ■ "' ■ ° .255 ld VALID COPIES OF THIS SURVEY WELL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE~ 05 -16 -02