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00-0630 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION _ Florida Department of Community Affairs Residential Whole Building Performance Method A i Project Name: FLAMING01 Builder: Address:' Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: South I New construction;or existing,;' New — 12 Cooling systems 2 Single family or multi-family Single family _ a. Central Unit Cap 33 6 kBtu/hr — 3 Number of units,if multi-family 1 _ SEER-10 50 _ 4 Number of Bedrooms 5 _ b Central Unit Cap 33 6 kBtu/hr — 5 ,,Js this a worst case? No _ SEER 10 50 _ ` 6 Conditioned floor area(ft) 2802 tf c N/A _ 7 Glass area&type - a Clear-single pane 446 6 fF 13 Heating systems b Clear-double pane 0 0 ftz _ a Electric Strip Cap-33 6 kBtu/hr — c Tint/other SC/SHGC-single pane 0 0 ftz = COP 100 — d Tint/other SC/SHGC-double pane 0 0 fF b Electric Strip Cap 33 6 kBtu/hr _ 8 Floor types _ COP- 100 a Slab-On-Grade Edge Insulation R=0 0, 178 0(p)ft _ c N/A _ b N/A _ c. N/A 14 Hot water systems 9 Wall types — a Electric Resistance Cap 65.0 gallons — a Concrete,Int Insul,Exterior R=3 0,1966 0 fF — EF.0 91 b. Frame,Steel,Adjacent R=11 0,180 0 W _ b'N/A — c N/A d N/A _ c. Conservation credits L e N/A (HR-Heat recovery,Solar •• • i 10. Ceiling types _ DHP-Dedicated heat pump) •••••• ••• ' a Under Attic R=19 0,1756 0 ft' _ 15 HVAC credits •0 0 Do** ••• r b N/A _ (CF-Ceiling fan,CV-Cross ventilation, •••0•• • c. N/A HF-Whole house fan, :• : •0 0000 11. Ducts PT-Programmable Thermostat, : •• Z ; • • a Sup:Unc Ret Unc AH•Interior Sup Rfi 0,35 0 ft i MZ-C-Multizone cooling, • •••••• 0000 09.0.0 b N/A MZ-H-Multizone heating) •• • • 00 . 99.0. • 0••900 Total as-built points: 40047.00 •••• •••••• Glass/Floor Area: 0.16 PAS 0000 Total base points: 43639.00 0000 0000 I hereby certify that the p s and specifi t ns covered Review of the plans and • %go 10-14 V"ESq by this calculation are i lianc , 't Florsida;�'�, specifications covered by this 1io4' Energy Code. / :+,t •,r` P//V calculation indicates compliance y�",,, �' with the Florida Energy Code. "r�� °� PREPARED BY: :i `N} t: , Y Mf• t • : ; ,Before construction is completed u r a DATE: LL' ; � f='• ,, ' : ,,y e this building will be inspected for M=me •u : �,' ,+ compliance with Section 553.908 j� I hereby certify that thi uilding; a$d signe�};.is'=in ;s,. , _ ,., ca� •� compliance with the Florida Efieiy; od [A t .ft re,(: IF,orida Statutes. WF r b~"� � Via.•a ,• 4/^' „'� , uC'`�3a� :r OWNERIAGENT: ._ i�° : '`° -BUILDING OFFICIAL: DATE: v, �'>' t&��'' •'J PB�6+,XyL y 'DATE: =•e. .�•. EneravGauae®(Version: FLRCPA-203) n � FORM 6®OA-97 ®RIDA ENERGY EFFICIENCY CODE FL CONSTRUCTION - ' FOR BUILDING Community Affairs Florida Department of C Y Residential Whole Building Performance Method A ►t` ' Builder: 1F Project Name: FLAMING01 permitting Office: Address: Permit Number: City, State: Jurisdiction Number: Owner. Climate Zone: South New — 12 Cooling systems Cap 33 6 k$tu/hr _ F3Number struction or existing Single family — a Central Unit mily or multi-family SEER 10.50 — 1 Cap'33 6 kBtu/hr of umts,if multi-family 5 b.Central Unit of Bedrooms — SEER 10 50 — No 5 Is this a worst case? 2802 ft2 c N/A 6 Conditioned floor area(ft2) — 7 Glass area&type 446 6 ft _13 Heating systems a Clear-single pane a Electric Strip Cap.33 6 P — 0 0 ft2 — COP..1.00 _ b.Clear-double pane 0.0 ft2 _ c Tint/other SC/SHGC-single pane b Electric Strip Cap 33 6 PB1 00 — 0 0 ft2 COP 1 00 d Tint/other SC/SHGC-double pane — 8 Floor types R=0 0,178 0(p)ft c N/A a. Slab-On-Grade Edge Insulation — — b N/A 14 Hot water systems c N/A Cap 65 0 gallons a Electric Resistance EF 0 91 9. Wall types — R=3 0,1966 0 ft2 — _ a Concrete,Int Insul,Exterior R=11 0 180 0 ft2 b N/A , b Frame,Steel,Adjacent — — c N/A c Conservation credits • • • d.N/A (HR-Heat recovery,Solar • ° ° : • e. N/A • • • •••• .• • _ DHP-Dedicated heat pump) •••••• • ••• ••• 10 Ceiling types 15 HVAC credits a Under Attic R=19 0,1756 0 ft2 — (CF-Ceiling fan,CV-Cross ventil ahon, • .��• � ••�• • b N/A HF-Whole house fan, •• • c N/A PT-Programmable Thermostat, • •• 11 Ducts MZ-C-Multizone cooling, • °••••° •••••• a Sup-Unc. Ret Unc Ali interior Sup.R=6 0,35 0 ft — • MZ-H-Multizone heating) °.°• 00000 • b N/A • •• • ..•••. • Total base points: 43639.00 .•••.• ...• . . Total as-built points: 40047.00 P S a •°•° •°••• Glass/Floor Area: 0.16 /-"c • .... .... n ands ecifi ns covered Review of the plans and Tf1E TA I hereby certify that the pla • _ p Florida specifications covered by this ,°k S q, by this calculation are in m lian e w calculation indicates compliance Energy Code. with the Florida Energy Code. PREPARED BY: Before construction is completed u a DATE: this building will be inspected for compliance with Section 553.908 j`I'c0D 1 hereby certify that this b it ing, as desi ed, is in Florida Statutes. compliance with the Florid nergy Code. BUILDING OFFICIAL: OWNER/AGENT: DATE: DATE: EneravGauaeO(Version: FLRCPA-203) �ORIVI 600A-97 SUMMER CALCULATION Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT GLASS TYPES Overhang .18 X Conditioned X BSPM = Points Type/SC Omt Len Hgt Area X SPM X SOF = Points Floor Area 6219 0.52 15671 .18 2802.0 53.20 26833.3 Single,Clear S 100 10.0 48.0 15571 Single,Clear S 10.0 100 480 �19 052 1763 6 Single,Clear S 10.0 90 562 6219 050 533 8 Single,Clear S 10 0 60 18.7 6219 0.46 23 2 6219 067 9710 Single,Clear S 20 40 6219 060 229 9 Single,Clear S 20 30 62 3394 088 1058 3 Single,Clear N 50 130 353 4574 Single,Clear N 5.0 5 0 18 7 33 94 0 72 084 2812 Single,Clear N 20 4A 99 33.94 0 84 281 2 Single,Clear N 20 4.0 99 33_94 5 Single,Clear N 20 5.0 187 33.94 088 1 555 555 8 Single,Clear N 20 140 324 3394 0.99 116 6553 081 6182 Single,Clear W 2 0 5 0 991 2 Single,Clear W 2 0 5.0 186 6553 0 81 11.6 6553 081 618.2 Single,Clear W 20 50 991.2 Single,Clear W 20 5 0 18 6 65 53 0 81 E 2 0 Z5 0 48.0 7303 099 3$4 3• • Single,Clear 00000 098 �8.9: Single,Clear E 2 0 13 0 13.0 • 73&. .•.• .• - • • 0 • 1796ie • 446.6 •• • •••• As-BuiR Total: • WALL TYPES Area X BSPM = Points Type R-Value Area ;X SPAR• = Polmt& • • • �.9e•• 53082 3.0 •1966'l7 180 0 10 1800 Concrete,Int Insul,Exterior • 1800 1 •• 289'0 - Adajcent Frame,Steel,Adjacent 11 0 19660 2.70 5306.2 ••.•• �••••� 5 • Exterior •2146.a •• • 5`ui� PAdjacent al: 2146.0 5488;2 As-Built Total: • • -Area X SP.M..= P411ttS• TYPES Area X BSPM = Points Type ••••0 W154.9 404 9�1Q.• 17 0 2.60 44.2 Exterior Wood •••t?0 3�•• 646 �0 640 256.0 Adjacent Wood • • �• 57.0 Base Total: 57.0 300.2 As-Built Total: _ • CEILING TYPES Area X BSPM = Points Type ���R-Value Area X SPM Points 19 0 1756 0 150 2634 0 Under Attic 17560 080 14048 Under Attic 2634.0 1756.0 Base Total: 1756.0 1404.8 As-Built Total: r EneravGauoe®DCA Form 60OA-97 EneravGauae®/FlaRes'97/98 FLRCPA-203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: ADDRESS: . . . BASE AS-BUILT R-Value Area X SPM = Points FLOOR TYPES Area X BSPM = Points Type 2000 -moo 178 0(p) -ZO 0 X560 0 Slab-On-Grade Edge Insulation 00 178 0(P) Slab 0 0 Raised 0.0 000 .3660.0 Base Total: -3660.0 As-Built Total: Area X SPM _ Points INFILTRATION Area X BSPM = Points 52649.6 2802 0 1879 2802 0 1879 52649.6 ' 75722.4 Summer Base Points: 83116.1 Summer As-Built Points: Cooling Total X Cap X Duct X System X Credit = Cooling Total Summer X System = g component Ratio Multiplier Multiplier Multiplier Points Points Multiplier Points Comp 0 970 0.325 1.000 11926.9 75722.4 0500 1000 119269 75722.4 0 500 0.970 0325 83116.1 0.3560 29589.3 75722.4 1.00 0.970 0.325 1.000 23853.7 . . . o••• .. . .. . .... .... • •• 0000 • • 0000• 000.0• • 0000 •• • • • w ..0000 0000 • • 00f* 0000 • • ••o• 00.00 • ••000 e EneravGauaeT" DCA Form 600A-97 EnerovGauoe@RaReS'9 W FLRCPA-203 t — FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT GLASS TYPES Overhang .18 X Conditioned X BWPM = Points Type/SC Ornt Len Hgt Area X WPM X WOF = Points Floor Area 355 133 226.3 18 2802 0 2.02 1021.0 Single,Clear S 10.0 10.0 480 355 1� 226.3 Single,Clear S 100 100 3� 136 270 4 Single,Clear S 100 90 `56-2 94 2 Single,Clear S 10.0 6 0 187 355 142 931 355 113 Single,Clear S 20 4 0 23 2 355 122 26 8 Single,Clear S 20 30 6.2 4.91 0.99 1709 Single,Clear N 50 130 353 4.91 0.97 88.8 Single,Clear N 50 5.0 187 491 098 477 Single,Clear N 2 0 4.0 9 9 47.7 Single,Clear N 20 4.0 9.9 4 91 0.98 90 5 491 0 Single,Clear N 20 5.0 18.7 491 100 158 7 Single,Clear N 20 140 324 116 447 100 520 Single,Clear W 2 0 5 0 50 186 447 100 833 Single,Clear W 2.0 Single,Clear W 2.0 5 0 116 447 100 520 • 186 ;•4! T• 100 .3 • Single,Clear 0 2 3 6 1 W 2.0 50 : : •••• 181•i E 20 200 Single,Clear •�7� 1.01•" 49!4 Single,Clear E 20 13.0 13.0 • • • •••• : 2047,$• • As-Built Total: 446.6 •• • R-Value Brea•f. WPL&•- Points WALL TYPES Area X BWPM = Points Type •. •... 3.0 O?g66O• 1•2a•• 23592. Adalcent 180.0 05 900 Concrete,Int Insul,Exterior 110 1800'- 0 1AAA • ExExterior 1966.0 060 11796 Frame,Steel,Adjacent • •214;0 • 29103.2 2146 0 1269.6 As-Built Total: - Base Total: '•' 00:0= •• • Area 9C WPH • Points DOOR TYPES Area X BWPM = Points Type 0000 •••• 110 40.0 2 80 ••... Adjacent 170 130 22.1 Exterior Wood 17 0 1.90 32.3 Exterior 40.0 180 720 Adjacent Wood 57.0 144.3 Base Total: 57.0 94.1 As-Built Total: R-Value Area X WPM = Points CEILING TYPESArea X BWPM = Points Type 526.8 _ 19.0 1756.0 030 Under Attic 1756.0 010 175.6 Under Attic 1756.0 526.8 Base Total: 1756.0 175.6 As-Built Total: UV EneravGauae®DCA Form 600A-97 EnerovGauae8/FlaRes'97198 FLRCPA-203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 178.0(p) -21 -373.8 Slab-On-Grade Edge Insulation 00 178 0(p) -210 -373.8 Raised 00 0.00 0.0 -373.8 Base Total: -373.8 As-Built Total: INFILTRATION Area X BWPM = Points Area X WPM = Points 2802 0 -0.06 -168.1 2802.0 -0.06 -1681 ,¢675,1 Winter Base Points: 2018.4 Winter As-Built Points: Heating Total X Cap X Duct X System X Credit = Heating Total Winter X System = 9 Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier 2369.6 46751 0.500 1 014 1000 46751 0.500 1.014 1000 1.000 2369.6 2018.4 1.0900 2200.1 4675.1 1.00 1.014 1.000 1.000 4739.2 • . . . . . .... .. . .. . .... .... . .... ...... . . .. . ...... . .... ...... ...... .... . . . . .... ..... .... .... . . EneravGauaeTm DCA Form 60DA-97 EneravGauae&RaRes'97f98 FLRCPA-203 FORM 60OA-97 - WATER HEATING & CODE COMPLIANCE S TATUS Residential Whole Building Performance Method A - Details PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Ratio X Multiplier X MCredit Total Volume Bedrooms Bedrooms 100 114545 5 2370.00 11850.0 65 0 0.91 5 100 229090 11454.5 As-Built Total: CODE COMPLIANCE STATUS BASE AS-BUILT + Hot Water - Total + Hot Water = Total Cooling + Heating points Cooling + Heating Points Points Points Points Points Points Points 29589.3 2200.1 11850.0 43639.4 23853.7 4739.2 11454.5 40047.4 • • • sees •• s PASS •• • sees sees • sees • • • • • • • • • •• • sees • •• •s•• • •.e• sees:* • 0 0 0 • •• . 00.000 i {� a •e•... sees • • t9 • • * -� • . sees .sees 0000 sees • • C0 wE�` • • 0000. EneravGauae'rm DCA Form 60OA-97 EneravGauae®/F1aResW/98 FLRCPA-203 r FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT#: ADDRESS: , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST CHECK COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 6061-ABC.1 1 Maximum--3 cfm/sQ ft window area .5 cfmlsq.ft.door area seal windows/doors& s ' wall, Exterior&Adjacent Walls 6061.ABC 1.21 Caulk,gasket, l between- rs,ut,1 foundation&wall sole or sill plate, extrar wal Pay at corners, 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 to late. Floors 606.1 ABC 12 2 Penetrations/openings>1 S'sealed unless backed by truss or joint members EXCEPTION-Frame floors where a continuous infiltration barrier is installed that is sealed to the nmeter,penetrations and seams. chases, ha Ceilings 6061 ABC 123 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,&top plate; soffits,chimneys,cabinets sealed to continuous air barrier,gaps gyp attic access EXCEPTION Frame ceilings where a continuous infiltration barrier is installed that is sealed at the enmeter,at and seams Recessed Lighting Fixtures 606.1.ABC 1 2 4 Type IC rated with no penetrations,sealed,or Type IC or non-IC rated,mstalied inside a sealed box with 1 Q"clearance&3'from insulation,or Type IC rated with'2 0 cfm from conditioned space,tested. multi-story Houses 6061.ABC 1.2.5 Air bamer on nmeter of floor cavity between floors• pa with NFPA, Additional Infiltration reqts 606.1-ABC 1.3 have combustion rated to outdoors,dampers,combustions space heaters comply 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by residen• CHECK COMPONENTS SECTION REQUIREMENTS • • •ked circ•uit- • Water Heaters 6121 Comply with efficiency requirements in Table 6-12.Switch or clearly mar .•• ....• breaker electnc or cutoff as must be provided External or built-m heat tra r wised• • -corn ercial pools • •••• Swimming Pools&Spas 6121 Spas&heated pools must have covers(except solar heated) q)D t ercial l • must have a pump timer Gas spa&pool heaters must have a I.in�ni •••• efficient of 78% Shower heads All d 612.1 Water flow must be restricted to no more than 2 5 allons r minute at 80 PSIG�000 •• •• Air Distribution Systems 610-1 Alucts,fittings,mechanical equipment and plenum chamber$shall b�mecharnca y Distribution • •••�• attached,sealed,insulated,and installed in accordance with the priteq�of Section 610. • Ducts in unconditioned attics R-6 min insulation. • HVAC Controls 6071 Se rate reads accessible manual or automatic thermostat foPeaeir 6• em : •• .4:0•• Insulation 6041,602.1 Ceilings-Min R-19 Common walls-Frame R-11 or CBS R-3 b4t0::des. 9000 • • Common ceding&floors R-11 •;•• EneravGauaeTm DCA Form 60OA-97 EnerovGauoe®/FlaRes'97/98 FLRCPA-203 . ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE" =83.3 The higher the score,the more efficient the home. 1. New construction or existing New — 12 Cooling systems Cap:33.6 kBtu/hr — — 2 Single family or multi-family Single family 1 a Central Unit SEER- 10 50 — 3 Number of units,if multi-fammly 5 — b Central Unit Cap.33 6 kBtu/hr _ 4 Number of Bedrooms — SEER.10 50 — _ 5 Is this a worst cased No _ c.N/A 6 Conditioned floor area(ft2) 2802 fl 7. Glass area&type 446 6 ft2 _ 13 Heating systems a" Clear-single pane 0 0 ft2 a. Electric Strip Cap.33 6 P: 100 — b.Clear-double pane — COP: 1 00 — c Clear they ble pan C-single pane 0"0 ft2 — Cap-33 6 kBtu/hr — 0 0 ft2 .Electric Strip COP 1.00 d Tint/other SC/SHGC-double pane — 8 Floor types c N/A a. Slab-On-Grade Edge Insulation R=0 0,178.0(p)ft _ — b N/A 14. Hot water systems c. N/A Cap.65 0 gallons _ a Electric Resistance EP 0 91 9. Wall types — a Concrete,Int Insul,Exterior R=3 0,1966 0 ft2 — b Frame,Steel,Adjacent R=11 0,180 0 ft2 b N/A — • • • c N/A c. Conservation credits ' ' • "" d.N/A (HR-Heat recovery,Solar " ' "" e. N/A _ DHP-Dedicated heat pump) ' too* ° 10 Ceiling types 15. HVAC credits •• •• ° •.•• a Under Attic R=19 0,1756.0 ft2 — _ (CF-Ceiling fan,CV Cross ventil»tion. •0:0 ° b.N/A HF-Whole house fan • . •... ...... c N/A PT-Programmable Thermostat, •00 0 11 Ducts RB-Attic radiant barrier, • • • • ' Su R=6.0,35.Oft • •• • •••••• a. Sup.Unc- Ret-Unc. Ali Interior p — MZ-C-Multizone cooling, '• •• ° ° b N/A MZ-H-Multizone heating)° ...... .... . . • . 00000 00:00. I certify that this home has complied with the Florida Energy Efficiency Code For Building °too*° t ST Construction through the above energy saving features which will be installed(or exceeded) p4 a 9 oaf•••gZ to this home before final inspection.Otherwise,a new EPL Display Card will be completed �� based on installed Code compliant features. Builder Signature: Date: - �coD Address of New Home: City/FL Zip: WE *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rahng. If your oorteas 80 or greater fyou obtain a�OEid Energy Gauge Rating. your home may qualify for energy efficiency g g Contact the Energy Gauge Hotline d Raters. For information about Florida's Energy Efficiency Codee For Bu ld n Co struehon, information and a list of certified contact the Department of CommunityAjfairs at 8501487-1824. EnerQvCrauee(R(Version.FLRCPA-2031 - 1 . _ t [ Residential S Stern Sizing Calculation y Summary - Project Title: Class 3 Rating Projec roNG01 Registration NO. 0 Climate: South ~ 6/5/00 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77 Humidit difference 56 r. 90 F Winter design temperature 47 F Summer design temperature 75 F Winter setpoint 70 F Summer setpoint 15 F Winter tem erature difference 23 F Summer temperature difference 49289 Btuh Total heatin load calculation 37914 Btuh Total cooling load calculation 67248 Btuh Submitted heating capacity 67248 Btuh Submitted cooling capacity ° ° Submitted as% of calculated 136.4 /° Submitted as% of calculated 177.4 /° WINTER CALCULATIONS Winter Heating Load Msq58 °udts(5%) Load com onent oad v,ra(,2%) Window total 880 Btuh „%, Wall total 3496 Btuh D—,.(2%) Door total 580 Btuh Floc.(9%) Ceiling total 2107 Btuh 3311 Btuh Floor total 4735 Bt uh Infiltration 6109 Btuh Subtotal 1805 Btuh waft(36%)Duct loss 7914 Btuh •' TOTAL HEAT LOSS • . .... ....:. �+ SUMMER r C �7UIrCIrIER CALCULATIONS �....• •..•.• .• . . .. . ...... mmer Coolin Load for 2802 Su ft • . ...... Load com onent Load • ...... .... . . Window total 447 sgft 18587 Btuh �.r.as%, ..... 2146 sgft 8963 Btuh Lad•'t"mil'3%) •. go ***go*....* ' Wall total ..:..' Door total 57 sgft 593 Btuh Ceiling total 1756 sqft 4039 Btuh Floor total 0 Btuh Infiltration 164 cfm 2702 Btuh °uets(8%) 3000 Btuh Internal gain d� Subtotal(sensible) 37884 Btuh Do,rSO%, Duct gain 3788 Btuh 41672 Btuh Total sensible gain 6237 Btuh Latent gain(infiltration) The sizing method used was EnergyGauge®system sizing 1380 Btuh Latent gain(intemal) PREPARED BY. Total latent gain 7617 Btuh TOTAL HEAT GAIN 49289 Btuh DATE. EneravGauoe® FLRCPA-203 • System Sizing Calculations Winter Residential Load - Component Details Class 3 Rating Project Title: Registration No. 0 FLAMING01 Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 6/5/00 Load Window reane s/SC/Frame/U Orientation Area X H26 6 1277 Btuh 1 etal, DEF S 48.0 1277 Btuh 2 Metal, DEF S 48.0 26.6 S 56 2 26.6 1495 Btuh 3 Metal, DEF S 18 7 26 6 497 Btuh 4 1, Clear, Metal, DEF S 23 2 26 6 617 Btuh 5 1, Clear, Metal, DEF S 6 2 26 6 165 Btuh 6 1, Clear, Metal, DEF 939 Btuh 7 1, Clear, Metal, DEF N 35.3 26.6 497 gtuh N 18.7 26.6 g 1, Clear, Metal, DEF N 9.9 26.6 263 Btuh g 1, Clear, Metal, DEF 9 9 26.6 263 Btuh 10 1 N, Clear, Metal, DEF N 18 7 26.6 497 Btuh 11 1, Clear, Metal, DEF N 32.4 26.6 862 Btuh 12 1, Clear, Metal, DEF W 11.6 26.6 309 Btuh 13 1, Clear, Metal, DEF W 18.6 26.6 495 Btuh 14 1, Clear, Metal, DEF W 11.6 26.6 309 Btuh 15 1, Clear, Metal, DEF W 18.6 26.6 495 Btuh 16 1, Clear, Metal, DEF E 48.0 26.6 1277 Btuh 17 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 18 1, Clear, Metal, DEF • 447 •••••11880 Btuh : Window Total Load••• •••• % Walls Type R-Value Area X HTM= •13172 Bkrl 1 Concrete- Exterior 3.0 1966 32#-BA 11.0 180 1.8 • 2 Frame-Adjacent •• •••• 13496 Bfuh Wall Total 2146 ••• % • Doors Type Area X HTM= 4230 Ptyh .... ...... 40 10.6 .... 423 1 Wood- Exter 17 9.2 15h 6tu17 • 2 Wood-Adjac •• . 57 580tmh :6.900 Door Total ••••• Load•• Ceilings Type R-Value Area X H1 2= 21 Q7 8thD •';•' 1 Under Attic 19.0 1756 0 0 0 0 0000 2107Btuh Ceiling Total 1756 • Load R-Value Size X HTM= Floors Type 178 0 ft(p) 18 6 3311 Btuh 1 Slab-On-Grade Edge Insul 0 178 3311 Btuh Floor Total Load • Infiltration Type ACH X Building Volume CFM= 4735 Btuh Natural 0.40 28020(sgft) 187 0 " 0 Btuh Mechanical 187 4735 Btuh Infiltration Total Subtotal 36109 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05 1805 u EneravGauae® FLRCPA-203 manual J Winter Calculations Residential Load - Component Details (continued) Rating 3 Rating Project Title: Registration No. 0 - FLAMINGO1 Climate: South 6/5/00 Key: Window types(SC-Shading coefficient of glass as metal)numerical value or as clear or tint) (Frame types- metal,wood or ins (U -Window U-Value 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) . . •r•• .. • •••• •••••• • 900* •• • • • • •• • •••••• EneravGauae® FLRCPA-tai ` L r Y System Sizing Calculations ® Summer Residential Load - Component Details Class 3 Rating Project Title: Registration No. 0 FLAMING01 Climate: South 6/5/00 Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Type Overhang Window Area(sgft) HTM Load Window Panes1SC/UAnSh1ExSh Omt Len H Gross Shaded Unshaded Shaded Unshaded 1296 Btuh 1 1,Cl ear,DEF,N,N S 10 10 48.0 480 00 1296 Btuh 27 '� 2 1,Cl ear,DEF,N,N S 10 10 480 48.0 0.0 27 44 1517 Btuh S 10 9 562 562 00 3 1,Clear,DEF,N,N 44 505 Btuh 4 1,Clear,DEF,N,N S 10 6 187 187 0.0 27 626 Btuh 2 23 2 0 0 27 5 1,Clear,DEF,N,N S 2 4 23. 44 167 Btuh 6 1,Clear,DEF,N,N S 2 3 62 62 0.0 27 953 Btuh N 5 13 353 0.0 353 27 27 7 1,Clear,DEF,N,N 505 Btuh 8 1,Clear,DEF,N,N N 5 5 18 7 00 18'7 27 27 267 Btuh 4 99 00 9.9 N 2 27 27 g 1,Clear,DEF,N,N 27 267 Btuh 10 1,Clear,DEF,N,N N 2 4 99 00 9.9 27 car Btuh 5 187 - 00 187 27 27 11 1,Clear,DEF,N,N N 2 875 Btuh 12 1,Clear,DEF,N,N N 2 14 32.4 00 324 27 85 973 Btuh 13 1,Clear,DEF,N,N W 2 5 11.6 02 11.4 27 1338 Btuh 14 1,Clear,DEF,N,N W 2 5 186 4.2 14.4 27 85 973 Btuh 15 1,Clear,DEF,N,N W 2 5 11 6 02 11 4 27 5 1338 Btuh 16 1,Clear,DEF,N,N W 2 5 18.6 4 2 14 4 27 8 85 4080 Btuh 0 48 0 0.0 48 0 27 17 1,Clear,DEF,N,N E 2 2 13.0 27 85 1105 Btuh E 2 13 13.0 00 • o 18 1,Clear,DEF,N,N • • • 447 185 tuh •��• Window Total H Area Walls Type R-Value 196x 0 4% 8i2a.Btuh 1 Concrete-Exterior 3 0 1 • i34 Btuh •••• 11 0 180.0 • 2 Frame-Adjacent • • • • • 2146.0 • tuh Wall Total M Ld4d' Area Doors Type 400 Hq4"0" •4r.*9tuh 1 Wood-Exter 17 0 1 177 Btuh • • • • 2 Wood-Adlac • •••o ••••i • $tuh 57.0 '•'•' ° Door Total A H M Load- •e•. rea • Ceilings Type/Color R-Value 17rea 2 s••• 4009. Btuh 1 Under Attic/Dark 19.0 . ..,,• 1756.0 4039 Btuh Ceilin Total Size HTM Load Floors Type R-Value 0 Btuh 1 Slab-On-Grade Edge Insulation 00 178.0 ft(p) 0.0 178.0 0 Btuh Floor Total A Volume CFM= Load Infiltration Type 28020 1638 2702 stun Natural 035' 0 0 Btuh Mechanical 164 2702 Btuh Infiltration Total Occupants Btuh/occupant Appliance Load aaiLn 6 X 300 + 1200 30 Btuh EneravGauae® FLRCPA-203 i f • t L a Manual J Summer Calculations Residential Load - Component Details (continued) • Project Title: Class 3 Rating FLAMING01 Registration No. 0 Climate: South 6/5/00 Subtotal 37884 Btuh Duct gain(using duct multiplier of 0.10) 3788 Btuh Total sensible gain 41672 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 6237 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 49289 Btuh Key Window types(SC-Shading coefficient of glass as SC numerical value or as clear or tint) (U-Window U-Value or'DEF'for default) (Irish-Interior shading device.none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) 0000•• • • • • • • 0000 •• • •• • 0000 0000 • 0000 • • • • •• • 0000 • •• 0000 • 0000 0000•• • • 0000 •• • • • • +• • 0000•• • 0000 •0000• • • •+0e •0.00 • • • 0 • • 0000 •0.0 • • • • • •000• EneravGauae® FLRCPA-203 ARVELO & ASSOC,) INC Consulting Engineers 5TRUCTU(SAL CALCULATIONS Project Name: - Submitted [)ate: Commentro: �S�S s S Aryulu 4 Assoc 3,974 Coral ways ARVELO & ASSOCIATES, INC. Miami,FL 33143 CONSULTING ENGINEERS 1 " CUSTOMER : GABLES EDGES JOB NUMBER : DATE : 01-09-2001 DESCRIPTION : MAIN WIND LOADS •* DESIGN WIND LOADS-ASCE 7-93" MAIN WIND FORCE RESISTING SYSTEMS •*" BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY= C BUILDING CATEGORY= 1 IMPORTANCE FACTOR= 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE BUILDING DIMENSION NORMAL TO WIND DIRECTION = 50.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION= 50.0 FT MEAN ROOF HEIGHT=124.0 FT Kh =0.916 qh= 31.3 PSF Gh = 1.276 DISTANCE, Z = 24.0 FT Kz=0.916 qz= 31.3 PSF Gz = 1.276 ROOF SLOPE = 5.00 : 12 (22.62 DEG) WALL WIND LOADS WINDWARD WALL : Cp= 0.80 P = 24.1 PSF, GCpi= 0.25 P = 39.8 PSF, GCpi=-0.25 LEEWARD WALL : Cp=-0.50 P = -27.8 PSF, GCpi= 0.25 P = -12.1 PSF, GCpi=-0.25 SIDE WALLS : Cp=-0.70 P = -35.8 PSF, GCpi= 0.25 P = -20.1 PSF, GCpi=-0.25 0 .x: 3:374 Ins • Arvelo&A'' 3374 Cowl Way ARVELO &ASSOCIATES, INC. M,a""•FL 145 - CONSULTING ENGINEERS C�/ CUSTOMER : GABLES EDGES JOB NUMBER : DATE : 01-09-2001 DESCRIPTION : ROOF UPLIFTS_ *** DESIGN WIND LOADS-ASCE 7-93 COMPONENTS AND CLADDING BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY=C BUILDING CATEGORY= 1 IMPORTANCE FACTOR= 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 380.0 FT2 MEAN ROOF HEIGHT=,24.0 FT Kh = 0.916 qh = 31.3 PSF DISTANCE, Z = 24.0 FT Kz= 0.916 qz_ 31.3 PSF ROOF WIND LOADS ROOF AREA 1 1 2 1 3 GCp (+) '0.000 1 0.000 I 0.000 GCp (-) -1.100 -2.000 I -2.000 PRESSURE (PSF) 7.8 1 7.8 7.8 I VERT. COMP. I 7.21 7.21 7.21 HORIZ. COMP. 3.0 3.01 3.0 I SUCTION (PSF) I -42.2'1 -70.41 -70.4 I VERT. COMP. I -39.01 -65.01 -65-01 HORIZ. COMP. I -16.2 I -27.1 I -27.1 I a l l a l a l 181 --E--� P=gh(GCp)-gh(GCpi) GCpi= t 0.25 21 1 12 21 1 121 BUILDING WIDTH = 50.0 FT CORNER DISTANCE,A= 5.0 FT 31 1313 I 131 Arvelo&Assoc Inc 8574 Coral Way Miami,FL 35145 � tv ifiI�- 1 30 I VA, 1 2L- i - • •3��j • It it'll - ` ' t ' 11 14, 5 2 At Arvelo&Assoc.Inc �G C I �7G Oh fir. 3374 coral way Miami,FL 93145 ' An IN f 1,741 PO,� C 1 A jql X411 y I r7) s of ��� IG► � �lr �� 1 G•3'L�l �L=�3o ll :,h " � `y I��� I � t� Or v �� �I O �" / ✓ r��C I ♦ � r�l Cli M��� r+ �a r�''�r�... "F ° aveio&Assoc inc s corm way � Miami.FL 39113 IbAl mot" 710- (5 �e f�-vt )v q4, = oo�o �l 2 � 1,9 I/ /1 � e Co P� 1����z � � C 0 Tr� Jug o�°d2 �� r Jz� tat,vt/, � 7 (3 4-461 If 9!r Ex 2 ' nn' Arvelo&Assoc Inc 3374 Coral Way Miami,FL 33143 (P G,�Goun �tL tes irD -- - --- 2 )Ole" — 2, � 3 " - N I, so l oo*i -Y x'1'1 +44 lei ��� � -per®J t�Iii t3�v t�G�•�tccl 4t'I�•N" - v►� t;712fc''7oA,1 ,y � '�t�t'�i / ���S• 1`1/ 3(/�� "_ -,x=��'� �"� Arvelo 8 Assoc.Inc 3374 Coral Way Miami,FL 33143 �po2 Coart' ; iGld J D I'Ce-7o 3L V, 14-c 17-f 6n 20 5 � i G 2 2 1') fi pp- f-0 '-0 J-1I 2 5,0,9M' (2)a l�o� ( S^0 • Olie Vp A ,r• yam.i ti - s TEA"r"t it t 4 1.r'� ' 2.'�iM1 4_ ���• -1�,E2�.i•ck(, dd1 2L� 07J z ° 2°I1 ._C4 ri ,, ; ���> '71 d o � � I 17�S rtta� Ipa 900792.tP.: On'All �, S G,� � C'�j 1 Ste• ids. P srtssid•���w �,y ,I.I�Gl�9'�l�IO.0 AeM 1ei00 4LS£ a o 2 m 14 J'l 2 IV /1 �L1 CPI J C6 ® � �''% rn o--fof f ► °iP AeM j8joo VLss DUI Bossy V ojen,y A��4�a�Inc Miami.FL 33115 V 14 'L 2Jj-� �� uy Z 3 .. � •� � ��glo lLj k 2 to 7 VC, Yt / 1 ^ {^ 1 0 / w S I � � 'L1 s� OR ILC (o,/(z) �l 41 ,O C„ 1n pd ) L ,� a s►�ss i�'��Iw �I AsM MOO VLSS DUI aMV V WeMI 1 Arvelo&Assoc Inc 3374 cord way Miami,FL 93145 2% oo�ri A Ld �p v� y 4���G U Gs� � y�c � 2•r� �� �F- 01 3,0 � r Z Ed l-Dt'4 = by z '2iP0 ti l U) �t f Po �b ie, 4 5 IM rn '77 �J' X12 i 0-51 4 I I 71 051Y �1. _ 2 ABM IBJO3 9L£8 ARVELO 8 ASSOCIATES, INC. Jr.J� CONSULTING ENGINEERS CUSTOMER : GABLES EDGE JOB NUMBER :TD1201 DATE : 01-17-2001 DESCRIPTION : EXTERIOR WALLS WIND LOADS *** DESIGN WIND LOADS-ASCE 7-93*** **"COMPONENTS AND CLADDING*** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY= C BUILDING CATEGORY= 1 IMPORTANCE FACTOR= 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 21.0 FT2 MEAN ROOF HEIGHT= 23.0 FT Kh = 0.905 qh = 30.9 PSF DISTANCE, Z = 23.0 FT Kz- 0.905 qz= 30.9 PSF WALL WIND LOADS WALL AREA 4 5 GCp (+) ( 1.324 1.324 GCp (-) -1.424 ( -1.829 (PSF) PRESSURE I 1 RE 1 48.6 I 48.6 SUCTION 1 -5111.71 -64.31 1 (PSF) 1 11 1 + P = gh(GCp) -gh(GCpi) ++ ++ I I GCpi = t 0.25 BUILDING WIDTH = 50.0 FT all 4 I 151 I a 4I 15 CORNER DISTANCE, A= 5.0 FT F I` 5 M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : Gables edge T,ocation : Miami , Fl By; as -------------- TIME: 11 : 56 PM Page: 1 DATE: 01-17-2001 DESIGN METHOD : Uniform Building Code: Unity Equation MASONRY MATERIAL : Hollow Core Concrete Masonry Units MORTAR TYPE : Type S MORTAR MATERIAL : Masonry Cement Mortar BLOCK PLACEMENT : Running Bond MASONRY WALL DATA: ------------------------------------ Wall Height = 11 . 00 ft. Nominal Wall Thickness = 8 . 00 in. Depth to c.g. Steel, Wall = 3. 81 in. Parapet Height = 0. 00 ft. Nominal Parapet Thickness = 0. 00 in. Depth to c.g. Steel, Parapet = 0 . 00 in. Design Strip Width = 12 . 00 in. Main Wall Reinf. Layers = One Layer Wall Grout Spacing = Partially Grouted Support Type at Base = Pinned Support Span Type = Supported Top and Bottom WALL LOADS : ------------------------------------ Wall Weight = 60 . 00 psf. Floor or Roof Load: Dead = 375. 0 Lb Live = 600. 0 Lb Eccentricity = 0. 00 in. Additional Vertical Load: Dead = 425. 0 Lb Live = 510 . 0 Lb Eccentricity = 0 . 00 in. Vertical Distance (y) = 0 . 00 ft. Equivalent Fluid Pressure = 0 . 00 pcf. N Vertical Distance (x) = 0 . 00 ft . M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : Gables edge Location: Miami, F1 By: as TIME: 11 : 56 PM Page: 2 DATE: 01-17-2001 SEISMIC LOADS : ------------------------------------ Seismic Load Zone (0 to 4) = Zone 0 Seismic Zone Factor, Z = 0 . 00 Seismic Importance Factor, I = 0 . 00 Seismic Numerical Coeff: Wall Cp = 0 . 75 Parapet Cp = 2 . 00 Include Masonry Veneer Weight? = Yes Veneer Weight = 0 . 00 psf. WIND LOADS : ------------------------------------ Distance From Load Magnitude Base of Wall (ft) W or H (plf, lb) Start End ---------------------------------------- 1 W -52 . 00 0. 00 11 . 00 2 3 4 5 Notes : 1 . "W" designates a uniform distributed wind load. "H" designates a concentrated horizontal wind load. 2 . Horizontal loads are positive to the right. M-Wall ! : MASONRY WALL ANALYSTS AND DESIGN Project : Gables edge Location: Miami, Fl By: as --------------------------- TIME: 11 : 56 PM Page: 3 DATE: 01-17-2001 MASONRY DATA: ------------------------------------ Masonry Unit Strength = 1900 . 00 psi . Special Inspection? = Yes Masonry Compressive Strength, f1m = 1500- 00 Psi . Allowable Flexural Stress, Fb = 500. 00 psi . Allowable Shear Stress, Fv = 38 . 73 psi . Allowable Tension: No Grout, Ft = 15. 00 psi . Solid Grout, Ft = 15. 00 psi . Modulus of Elasticity, Em = 1, 125 ksi . Modular Ratio, Es/Em = n = 25. 78 Single Grouted Cell + Web Width = 8 . 31 in. Nominal Length of Masonry Unit = 16. 00 in. Block Face Shell Thickness = 1 .25 in. Nominal Minus Actual Thickness = 0. 38 in. MATERIAL DATA: ------------------------------------ Steel Yield Strength, Fy = 60 . 00 ksi . Allowable Steel Stress, Fs = 20. 00 ksi . Modulus of Elasticity, Es = 29, 000 ksi . REINFORCED WALL DATA: ------------------------------------ Minimum Steel Ratio, As/bt = 0. 0007 M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : Gables edge Location: Miami, Fl By: as TIME: 11 : 56 PM Page: 4 DATE: 01-17-2001 GRAPHIC SUMMARY OF MASONRY WALL DATA 0.00 in. D.L. 375.0 Lb L.L. 600.0 Lb %401 Floor Roof ........... 8.00 in. -52.00 11.00 ft. 3.81 in. 0.00 in. D.L. 425.0 Lb L.L. 510.0 Lb Floor 0.00 ft. M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : Gables edge Location: Miami, Fl By: as TIME: 11 : 56 PM Page: 5 DATE: 01-17-2001 S U M M A R Y 0 F R E S U L T S F 0 R M A I N W A L L DESIGN LOADS : ------------------------------------ Moment, Ms = -786. 5 ft-lb / 12 . 00 in. Axial Load, Ps = 705. 0 Lb 12 . 00 in. Load Combination = (DL + WL) Max. Shear, Vs = 286. 0 Lb 12 . 00 in. Load Combination = (DL + WL) ANALYSIS RESULTS : ------------------------------------ Design Strip Width = 12 . 00 in. Actual Wall Thickness, t = 7 . 63 in. Effective Height, h' = 11 . 00 ft . h' /t Ratio = 17 . 31 Seismic Force, Fp = ZICp Wt = 0. 00 plf. 12 . 00 in. Minimum Area of Steel, Vertical Reinf. = 0 . 064 in.^2 12 . 00 in. Minimum Area of Steel, Horiz . Reinf. = Not Req'd, Ref. UBC 2106. 1 . 12 All . Bending Stress, Fb = 500 . 00 psi . Allowable Steel Stress, Fs : DL + LL Only = 20000 . 0 psi . Wind / Seismic = 26666. 6 psi . Allowable Shear Stress, Fv: DL + LL Only = 38 . 73 psi . Wind / Seismic = 51 . 64 psi . DESIGN RESULTS : ------------------------------------ Bar Fa, psi fa, psi fb, psi fv, psi Bar Spa. Size ( .25*f'm*R) (Ps/Ae) Fb (4/3-fa/Fa) (Vs/b' jd) (in. o.c. ) --------------------------------------------------------------------------- *3 306. 19 7 . 70 654 . 08 7 . 07 8 . 00 #4 320 . 46 11 . 38 648 . 91 14 . 40 16. 00 #5 330. 41 15. 34 643 . 46 26 . 77 32 . 00 #6 334 . 19 17 . 34 640. 72 40 . 05 48 . 0045�-- #7 334 . 19 20 .24 636. 39 50 . 39 56. 00 #8 334 . 19 20 .24 636. 39 50 . 42 56. 00 #9 334 . 19 20 .24 636. 39 50. 48 56. 00 Max. vertical bar spacing is 48 in. o.c. in seismic zones 2, 3, & 4 . va rt I L5 ell- ( 4A C rte`I. 2 "Z IT�14,' 44-n A(VOIC)&AsoDc Inc 3374 C(xal Way Miami,FL 33143 Ivi 2 -2 loei- aet Ci��G,LE sH�a� ,x - 4ao� 2x 525 . 55x - 550 3x = "125 4 �y 5`l0# 3x �30 2 Zx - 5So 2-2x 0 4 = 61 zS 156 4x OOUGLAs F/P, . WESTERN LARCH, SOUT14ERN PINE IN OCJ8L V� 3000 I O � I ` I 7// ? 2000 _ IJ X000 z I CID I i • � I I . 3 � I 0 I O I 2 3 14 6- 7 8 9 i0 LENGTH OF BOLT IN MAIN MEM8ER -INCHES-1 ;51 IDE h cy16ER h/2 CE Mcah ER b12 Figure 53• Allowable load on one bolt in double shear ' Perpendicular to grain normal duration of load In the case of steel plates associated with perpendicular-to-grain loaded wood members, no increase in Q is justified according to generally accepted practice based on test results: i 0 401 ; TABLE 0-2a Height or Length' Ratio Reduction Factor R = C1 -r h Thickness L `40t p i h = effective height or length of wall in inches. t = nominal thickness of wall in inches h/t R h/t R h/t R h/t R h/t . R h/t R 5 0.998 11 0.979 17 0 923 23 0.810 29 0.619 35 0.330 6 0.997 12 0.973 18 0 909 24 0.784 30 0.578 36 0.271 7 0.995 13 0.966 19 0.893 25 0.756 31 0.535 37 0.209 8 0.992 14 0.957 20 0.875 26 0.725 32 0.488 38 0.143 9 0.989 15 0.947' 21 0.855 27 0.692 33 0.438 39 0.073 10 0.984 16 0.936 22 0.834 28 0.657 34 0.386 40 0 TABLE 0-2b Height or Length' Ratio Reduction Factor R Thickness \48t h =effective height or length of wall in inches. t= nominal thickness of wall in inches. h/t R h/t R h/t R h/t R h/t R h/t R 7 0.997 14 0.975 21 0.916 28 0.802 35 0.612 42 0.330 y 8 0.995 15 0.969 22 0.904 29 0.779 36 0.578 43 0.281 9 0.993 16 0.963 23 0 890 30 0.756 37 0.542 44 0.230 10 0.991 17 0.956 24 0.875 31 0.731 38 0.504 45 0.176 11 0.988 18 0.947 25' 0.859 32 0.704 39 0.464 46 0.120 i 12 0.984 19 0.938 26 0 841 33 0.675 40 0.421 47 0.061 13 0.980 20 0.928 27 0.822 34 0.645 41 0.377 48 0q i 1 To convert inches to millimeters,mm,or metres,change the height or length to inches then multiply by 25.4 for mm or by 0 0254 for m. i I) 1 �I t { Ej Y II . I CL ) 1 � J I I F +P i i 408 I ! TABLE S-2b Tied Masonry Columns-Load on Gross Section, kips; 3/8" Head Joint For use of Table see Example 11Y Nominal Size • Actual Size Head Joint P = [0.18 fm Ag + 0.65 fspgAg] = 1000, Kips1 % 1 in I d m c 1 To convert kips force to kilonewtons,kN,multiply the value kips force by 4 448. °t l E V 2. To convert psi to kilo pascals,kPa,multiply the value psi by 6.8948 _ _ ��- I Q Z 3 To convert inches to millimeters or metres multiply the value inches by 25 4 for millimeters or 0 0254 for metres. Head Joint Min.p=0.5% Load on Masonry 18 f'„AR - 1000 Kips1 Max.p=4.0% Nominal Actual Load on Bars-Kips Column Gross f'm psi2 0.65 f,p,A„ - 1000 Size Area - Full Stress f =16000 psi f =24000 psi Yz Stress ' inches3 sq.in. 1500 1800 1500 1800 2000 2500 2700 3000 3500 4000 4500 5000 5300 6000 Min. Max. Min. Max. 12x28 321 1 43 4 52 0 66 7 104 6 115 6 144 5 156 1 173 4 202 3 231 2 260 1 289 0 306 4 3468 16 7 133.6 25 1 200.4 30 3444 465 558 930 1116 1240 1550 1674 1860 2170 2480 279 0 3100 328 5 3719 180 143.3 26 9 215.0 32 367 6 496 596 993 119 1 1324 1654 1787 198 5 2316 2647 297 8 3309 3507 397 1 19 1 152.9 28 7 229.4 34 3909 52 8 633 1055 1266 1407 1759 1900 211 1 246 3 281 4 316 6 351 8 3729 4222 20 3 162.6 30 5 244.0 36 414 1 55 9 67 1 111 8 134 2 149 1 186 4 201 3 223 260 9 298 2 335 5 372 7 395 1 447 3 21 5 112.3 323 258.4 I 38 4374 590 709- 118 1 141 7 1575 1.968 2126 2362 2756 3149 354 3 3937 417 3 4724 227 182.0 34 1 273.0 40 4606 62 2 746 1244 1492 1658 207 3 2239 2487 2902 331 7 373 1 4146 4395 497 5 240 191.7 360 287.4 42 4839 65 3 784 1307 1568 1742 2178 2352 261 3 3049 3484 3920 4355 4616 522 6 252 201.3 37 7 302.0 ! 44 507 1 685 82 2 1369 i 182.6 2282 2465 2739 319 5 365 1 4108 4564 4838 547 7 264 211.0 396 316.5 46 530 4 71 6 859 1432 1909 2387 2578 2864 334 1 381 9 4296 4774 5060 5728 276 220.6 41 4 331.0 48 5536 74 7 89 7. 1495 1993 249 1 269 1 2990 3488, 3986 4484 4983 5282 597 9 288 230.3 432 345.5 14x14 185 6 25 1 30 1' 50 1 66 8 83 5 90 2 100 2 117 0- 133 7 1504 167 1 177 1 2005 9 7 77.2 145 115.9 16 212'9 287 345 575 766 958 1035 1150 134 1 1533 1724 191 6 203 1 2299 11 1 88.6 166 132.8 18 240 1 32 4 38 9 64 8 86 5 108 1 116 7 129 7 151 3 172 9 194 5 216 1 229 1 259 4 12 5 99.9 187 149.9 20 - 267 4 36 1 433 . 722 1 866 963 1203 1300 1444 168 5 192 5 2166 2407 255 1 2888 139 111.2 209 166.9 22 294 6 39 8 -V-7- 796 955 106 1 1326 1432 159 1 185 6 212 1 238 7 652 281 1 182 53 122.6 30 183.9 24 3219 435 52 1 869 1043 1159 1449 1564 1738 2028 231 8 2607 2897 307 1 3476 16 7 133.9 25 1 200.9 26 349 1 47 1 566 943 1131 1257 157 1 1697 188 5 2200 251 4 282 8 3142 333 1 377 1 182 145.2 27 2 217.9 28 3764 508 61 0 1016 1220 1355 1694 1829 2033 237 1 2710 3049 3388 359 1 4065 196 156.6 294 234.9 30 403 6 54 5 65 4 109 0 130 8 145 3 181 6 196 2 218 0 254 3 ,290 6 326 9 363 3 385 1, 435 9 21 0 167.9 31 5 251.9 32 4309 582 698 1163 1396 155 1 1939 2094 2327 271 5 3102 3490 3878 411 1 4554 224 119.3 336 268.9 34 458 1 '61 8 742 1237 148 4 1649 206 2• 2227 2474 2886 329 9 371 1' 4123 437 1. 4948 23 8 190.6 35 7 285.9 36 4854 655 786 131 1 1573 1747 2184 2359 262 1 3058 349 5 3932 4369 463 1 5242 252 201.9 379 302.9 38 512 6 69 2 83 0 138 4 166 1 1846 2307 249 1 276 8 323 0 369 1 415 2 461 4 489 1 553 7 26 7 213.3 400-- 319.9 40 5399 729 87 5 1458 1749 1944 2430 2624 291 5 340 1 388 7 4373 4859 515 1 583 1 28 1 2246 42 1 336.9 42 567 1 766 91 9 153 1 1838 2042 2552 2756 30613 357 3 408 3 4594 5104 541 1 612 5 295 235.9 44 2 353.9 44 5744 802 963 1605 1926 2140 267 5 288 9 3210 374 5 4280 481 5 5350 5670 6419 309 247.3 464 370.9 46 621 6 83 9 100 7 1678 201 4 223 8 279 7 302 1 335 7 391 6 447 6 503 5 559 5 593 0 671 4 32 3 258.6 48 5 387.9 48 648 9 87 6 105 1 , 1752 2102 2336 2920 3154 '350 4 408 8, 4672 5256 5840 6190 7008 337 269.9 1 50 6 404.9 !� 16x16 244 1 33 0 39 6 65 9 79 1 87 9 109 9 118 7 131 8 153 8 175 8 197 8 219 7 232 9 263 7 12 7 101.6 190 152.3 18' 2754 37 2 446 744 892 99 1 1239 1338 1487 1735 1983 223 1 247 9 2627 2974 14 3 114.6 21 5 111.8 20 3066 4 1 4 49 7- 828 994 1104 1380 1490 1656 1932 2208 2484 2760 292 5 331 2 160 127.6 239 191.3 I 22 3379 456 547 912 109 5 1216 152 1 1642 182 5 2129 243 3 2737 304 1 3223 3649 176 140.6 264 210.8 24 369 1 49 8 59 8 99 7 119 6 132 9 166 1 179 4 199 3 232 6 265 8 2990 332 2 352 2 388 7 19 2 153.6 288 230.3 26 4004 54 1 - 649 108 1 1297 144 1 1802 1946 216 2 2522 2883 324 3 3604 3820 4324 208 166.6 31 2 249.11 28 4316 58 3 699 1165 1399 1554 1942 2098 233 1 271 9. 3108 3496 3885 411 8 4662 22 5 179.6 337 269.3 l 30 4629 62 5 750 1250 1500 1666 2083 2250 2500 2916 3333 3749 4166 4416 4999 24 1 192.6 36 1 288.8 32 494 1 667 80 1 133 4 160 1 177 9 222 4 240 2 266 8 311 3, 355 8 400 3 444 7 471 4 533 7 257 205.6 385 308.3 34 5254 709 85 1 1419 1702 189 1 236 4 2553 -2837 331 0 378.3 4256 4729 501 2 5674 27 3 21 B.6 410 327.8 36 5566 .75 1 902 150 3 1804 2004 2505 2705 3006 3507 400 8 450 9 501 0 531 0 601 2 29 0 231.6 43 4 347.3 38 587 9 79 4 952 1587 1905 2116 264 6 2857 317 5 ,3704 423 3 4762 529 1 5608 6349 306 244.6 459 366.9 40 619 1 83 6 100 3 167 2 200 6 222 9 278 6 300 9 334 3 390 1 445 8 501 5 557 2 590 7 668 7 32 2 257.6 48 3 386.3 j 42 6504 878 1054 1756 2107 234 1 2927 316 1 3512 4097 4683 5268 5854 6205 7024 338 270.6 507 405.8 iI44 681 6 92 0 1104 1840 2209 2454 3067 3313 368 1 4294 4908 552 1 6135 6503 7362 355 283.6 53 1 425.3 ! 46 7129 96 2 1155 1925 2310 2566 3208 3465 3850 449 1 5133 5774 641 6 680 1 769 9. 37 1 296.6 556 4448 4r3i 100 5 120 6 200 9 241 1 267 9 334 9 361 7 401 8 468 8 535.6 6028 6697 7099 803 7 38 7 309.6 58 0 464.3 18x1 41 9 50 3 83 9 100 6 111 8 139 6 151 0 167 7 195 7 223 7 251 6 279 6 296 4 335 5 16 1 129 2 24 2 193.8 2 46 7 56 0 93 4 112 1 124 5 155 7 168 1 186 8 217 9 249 0 280 2 311 3 330 0 373 6 18 0 143.9 27 0 215 8 2 51 5 617 1029 123 5 1372 171 5 1852 2058 240 1 2744 3087 3430 3636 411 6 19 8 158.6 29 7 237.8 419 1t1 li TABLE S-5 Tied Masonry Columns Load on Bars, kips' , For use of Table see Example 11Y. Load on Bars (kips)'= 0.65 fs As - 1000 fs allowable stress On steel psi 2 °x AS area of reinforcing steel square inches Excerpt from 1976 Uniform Building Code As = pg Ag Reinforcement.A Vertical reinforcement.The ratio 1).shall be Columns with a minimum nominal dimension less than j I ot less than 0 5 percent nor more than 4 percent The number of bait 12"but not less than 8"shell be designed for one half shall be not less than four, nor the diameter less than -% inch "1 he allowable load. Divide the values In this table by 2 to obtain load on bars for columns with a minimum max1mum size of bar shall be No 10 nominal dimension of less than 12" =a NUMBER OF BARS I BAR 4 6 8 10 12 14 16 k" SIZE 1 I '4 fy=40,000 psi (276MPa).4fy=fs-16,000 ptsi 1110 MPa) #3 4.6 6.9 9.2 11.4 13.7 16.0 18.3 #4 8.3 12.5 16.6 20.8 25.0 29.1 33.3 I + #5 12.9 19.3 25.8 32.2 38.7 45.1 51.6 l t j :r #6 18.3 27.5 36.6 45.8 54.9 64.1 73.2 #7 25.0 37.4 49.9 62.4 74.9 87.4 99.8 ! ! #8 32.9 49.3 65.7 82.2 98.6 115.0 131.5 #9 41.6 62.4 83.2 104.0 124.8 145.6 166.4 #10 52.8 79.2 . 105.7 132.1 158.5 184.9 211.3 '' #11 * 64.9 97.3 129.8 162.2 194.7 227.1 259.6 1 � NUMBER OF BARS , BAR 4 6 8 10 12 14 16 SIZE fy-60,000 psi (414 MPn) .4 fy fs-24,000 psi (166 MPa) #3 6.9 10.3 13.7 17,2 20.6 24.0 27.5 #4 12.5 18.7 25.0 31.2 37.4 43.7 49.9 #5 19.3 29.0 38.7 48.4 58.0 67.7 77.4 #6 27.5 41.2 54.9 68.6 82.4 96.1 109.81 #7 37.4 56.2 74.9 93.6 112.3 131.0 149.8 'r #8 49;3 73.9 98.6 123.2 147.9 172.5 197.2 I 1 #9 62.4 93.6 124.8 156.0 187.2 218.4 249.61 #10 79.2 118.9 158.5 198.1 237.7 277.4 317.0 f ,; #11 * 97,3 146.0 194.7 243.4 292.0 340.7 389.4 i *#11 bars not permitted by UBC. , 1. To convert kips force to kilonewtons,kN,multiply the value kips force by 4 448 2. To convert psi to kilo pascals,kPa,multiply the value psi by 6.8948 3. To convert inches to millimeters or metres multiply the value inches by 25 4 for millimeters or 0.0254 for metres. I 4� ( i cD" I � I \ 01/15/1994 63:01 00000060000000006006 0006066 0000000006 PAGE 02 - - IlIIIIlfllflllll111111�1f fllflllllllf fflf�1111111 f u Pa J'e. .of � III(ul fll.�If�fffllflllflfflffUllflll MIAMI DADE COUNTY. FLORIDA M1AMt-0ApE , 2000071215381827 _issued Date: 1=-JUp-2000 ENVtgOVMEN OEx i ra t-on Date: L TA S MANAGEMENT -OC7-2 WATER AND SEWER DIVISION 33 S W 2nd AVENUE MR JORGE JACK SUITE 500 CONSTRUC-TON PRO MGT MIAMI, FLORIDA 3313Q•1540 3 010 Ned 3F ST Mj,VMI, FL Tel- 634-0-697 Fax- RE. Sewer system Treatme.lL and ransmissfor. Capac, c_i Cer Dear 144 J�?CK: The Dade Count, Department 0-L Er_vzr „� (DERM) has received - on:re__„al Resources _oar_ connection lour a- Icat=on for approval o= aye^e"` e -O_locvin a se.Ier Sex'-'_' ce o serve t.: F , described in t`le attae`zed pro ec- pro:ec_ which 1S more szec_zica��� 7 .. summary. Project Name: G�3�ES EDGE Project Location: P 5821 S��T 56 TERR S .14IjgZ roposed Use: SINGLE FAMILI RESIDEIVCE Previous Flow: 0 G,PD Calculated Sewage Flow: 350 GPD Sewer ing puY: :IIAMI DADE WATER a SEWER �ErA �n Receiving pump Station: 3C-,0181 R-1-ENT DERM has ev ia!u r 'f a-ed the request in conditions set forth In Paragraph 16 accordance n�itil the ter; Decree (CASE NO_ 93, rs anc 1-G9 C!V-MORENO) bet;�eenFthetJniteda$tQ�esea� America and Metropolitan Dade adequate treatment Co United DER4 hereby certzfles, ra` available for the aboveddescribeds�rojectpac,ty, as herei_ fined, Furthermore, be advised that Departmental approval -C -his approval does and approval may Lor the n,oposea project Additioralr- — �s PP y be rewired f Specific aspects of this - jed rcm sec tons havinr jurisc�:ct; o , 0-•;e- Please be aware that this ` conditions - Certif_C3 by the a .ip., et forth in t:le Sewer caton is subject to =he ter^1s n_ ci _ P12.cant, a cop Service Connect Aff _ this Certificat_on we Y of wh ch is hereby -aa ;�t are ad• attac?:ed. $ copy f of our De ris,r. 1 parrmen - g the a >, t s d PAro i • � -, - ete�-•rl pate bu -F: i XA 01/15/1994 03:01 00000000000000000000 0000000 0000000000 PAGE 03 ��l�uo����l�s1�IIIJIlOIIJlll lllll�lllllll11111111I1llllf Itll!!(1(IIl((I!(II(Il(If I((lf(t� 2000071215381827 ' Issued Date: 12-JUL-2000 Expiration Date: 10-OCT-2000 Sincerely, John W. Renfrow, p.g Director Department of Envirorunertal ,Resources Manageiner,t +�1Cente E, Arrehola, p E. Chief. Water & Sewer Dzvzsion Attachmments (2) Cc. Building Official Utilzty Official fw/Attachments) (w/Project, Summary ttachment) d .01/15/1994 03:01 00000000000000000000 0000000 0000000000 PAGE 04 Date; 07-12-2000 Page: 1 Applicant' s Name: MR JORGE APPlicant ' S Address: 3010 MV 3gJSTK P.�tY �� 1 DERM Number: 2000-0712-1538-1827 Project: GABLES EDGE 5821 SW 56 TERR Proposed Use: SINGLE FAMILY RESIDENCE Pum2 Station: 30 -0181 Allocated flows : P-03ected NAPQT: 1 . 45 {NRJ 3�0 (rPD? Folio Lot- $lock- r:ow (GPD) 1 09-4025-•061-0590 59 1 350 s i r 91/15/1994 03:01 00000000000000000000 0000000 0000000000 PAGE 05 r ok y;1 I . L�+ ' VERIFIC%TION FORM CNPIRES ONE N'E:AR FRO,N1 DATE OF FORM ATLAS PAGC. N1.1,4 PSF INV IVy-_- NAME OF OtVNER ' 0,1TE.-July 14.201)() PROPERTY ADDRESS: GABLES EDGE TYPE OF USAGE-,,NUMBER OF 5821 SW 56 TERRACE UNITS SFRES REPLACING VACANT LAND PROPERTY LEGAL. LOT 59 BLK 109-4025-461-0590 THIS IS TO CF.RTIF4 THAT THE GUAM!-p4pF W, r TER AND WATER MAIN' aI3l,TTlNG THE ABOVE S SEWER DEPART�IEN7'p SUBJECT PROPCRT}', tOR, IF '•W L?3JECT LEGALLY DESCRIBED PROPERTY. HAVE AN fi FACILITIES BY r (Lt, HAVE" UPON PROPER CONY ROPERTY. lyE .ARE WILLING '� INCH OR RESTRICTIO\',E DEVELOPER LNDER AGRE)r,MENT WITH CONVEYANCE AND PLACE �, O SERF[ THE S c)F C;OvI RN,ViENTAL AGENCIES HAVING Jl'R►SDICTlOti OvER �L�lTERS OF W RACE OF WA' T1:R WITHDRAWAL THE ISDIC �IEN7, ID ,* V/,%) SUBJECT TO PROHIBITIONS ATCR SLPPLY OR BY_ SERVE CONSERVE SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS- ;�I.L FEE At THORIZED STA,NIP EE PAR_ D�p.00 DI E W TN SET titETER RE VEST-, V S C 1S THERE $ IT YEVF ;,� yO1JSE _ PSF PLANS REVIEW COVINIENTS. ! THIS IS TO CERTIFY THAT THE �IIAM(-BADE W { THIS IS TO CERT SEWE WATER AND SEWER DEPARTMENT DOFS,W) SERVE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY D LL HAVE �E'SUBJEC7 PROPERTY ESCRIB6D PROPERTYIV(N)� '"—IUCH SE SEWER 'SUBJ ITICS O THE DEV IF "WILL HAVE", UPON PROPER CONY E AFF: WILLING PROHIBITIONS OR RESTRICTIONS OF ELO ER UNDER AGREEMENT CONVEYANCE AND PLACEMENT T ID d Lr I,'JTOSERVICE TO PROHIBITIONS DISPOSAL NS OR REST RC,RESTRICTIONS O APPROVAL ERN,WE;�TAL AGENCIES HAVING JURISDICTION RE DEPARTMENT, ID � TEl OBTAINED FUR DER�t T OF ALL SEWAGE F YS SUBJECT T[) THE ANTICIPATED DAILY v , , LOWS INTO THE OVER V(ATTEft; OF SEWAGE GALLONS PER DAY AID• -SAYER AND/OR SEWAGE FLOW FOR THIS PROJECT E LL BE 3650 SERVE CONSERVE __ BY 51GN.XTt:RF-OF REPRESENTATIVE \JEW BUSINESS COQ iNIEN,TS.-SUBJECT TO DERM L TIER x2000-0712.1538-IR27 1UTHORIZCD STA,,IP t 'LANS REVIEIV COMMENTS (JSTOM_R .)t7 HONE 30$-!'�r�7 REP: Kathttvn uf'F �Jev BuStne s PHONE: - 305--75443N Ft r 1 *PERTY ADDRESS If SCALE: 1" Lo (Uj RY SURVEY ` 00 N D A '0 LEGAL DESCRIPTION I Id to he plat tnereof, as recorded in _o C!: of GABIES EDP', according t Book at Page 5k of tne Public Records o' Dade County, Florida. < particularly described as follows Beginning at the Northe T'a"Do'­ corner c-' o� of _and more Lot 59, Block 11 of GABLES EDGE, according To the Diaz thereof, as recorded in Plaz mock ga, az Pa--e 54 of the Public Records of Dade County, Florida; thence run N89* 5 114"W,� along tne North boundary line of said Lot 5�, for a distance of 18.00 feet to a pc-,nz; tnence r= S00*06'46"W for a distance df 60.18 feet To a point on The East boundary line of Lot 401 thence -nar. N16 1,5'51"E along said EasT boundary line for a distance of f Begi. 62.82 _'eet tc')' the Point o- > C'B.5 °53'I A Flo- IIN N — N\ " I G o.4' P, /'j (8,00, -P SR f t-�V--IQ M M5 J 3s as 1;'i 'SS 6\ fV 100 2 - 'V1 3_1 V) -0 71L 50 8 ' � I "- � o" /N !a t E32 Z) Ir L \�' 11,—,. ` ..__�f �'_,1�� r f..,, -� `�/`Q is-�ascP a.=� f� • U ZOO 6:d L C S 1, 4 4-1 Al c M 7 'Z 4- LOCATION SKETCH MI MI '�Ap DATED 0---0 2-19 9 4 PUBLISHED BY THE FEDERAL ENT AGENCY DEUNEATES E' EM -THE NA11OWL F�Wj INSURAME'�RATL -1-0 <�d �)C_�' PANEL-)__2 S 7 LTHE /I I UFFIX--' CESMSED LAND TO BE SITUATED WITHIN ZONE. COMMUNITY NO _j_j I ERE-,iY CERIV). That tN BOUNDARY SURVEY of the above described pro" is true and correct to the best of my (P 'k,,'Howledge and belief as recently surveyed under rrry direction, also that there am no above ground encroachment- unless shown. I T ey meets trie minimum techr cal standards set forth by the Florida Board of Frofessionol Surveyors and Moppm, in Chapter E5 This su;v " 611G17-6, lorido Administrative Cod' purviont to section 472.027 Florida Statutes. Examination of the PbsVoct of title will ocen have to,be nn de to determine reco. ed instruments, if any, affecting the property. Location adj t -,Prop�ny were not secured as such information was not requested. Ownership is subject- iniont!664itle7tis survey is the �+14 not int—dea design nor construction pu-poses. For those purposes a Topographic Surveys NO rZ r5 r 0 7;� 7_k'i3_9 CERTHIED TO, 0 JUAN P R OOFEE S SWONOA L EYOR_ 81� -3179 0 --M4 4 F, '9� I 20 STATE, MORI -.7 R Mr.) r 'I SION:��'f -5 LB No.3398 R !)TES: Bonfill Amodates, Inc. 4, SION BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE ­r- E-.z-"Z,-r OIJ c�'L C-c"' T�*�,; 94:e- Registered Surveyor and Mapper, State of Florida P_ 9360 S.W. 72nd STREET, Suite 265,, �Cq ELEVATIONS WHEN SHOWN ARE REFERRED TO Miami, Florida 33173 (305) 598-8383 FAX: 598-0023 ORDER NO. (8-0 e'02>