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Home My WebLink AboutWindmill Village 9612-0098Z f 1-G u Department of Community Affairs SN: 6S68 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Mothod A CENTRAL PROJECT NAME: ;BUILDER: (�MI�Cj„Lj (Y1S {ti1r3'`M AND ADDRESS: ;PE.RMITTING ;CLIMATE i OFFICE: i ZONE: 4 i_i 5 i i 6 -OWNER:" ;PERMIT' NO. ;JURISDICTION NO, CY 1. New'construction or addition 2, Single -family detached or Multifamily attached 3, If. Mu•itifamily•-No. of units ,:�,4, If Multifamily; is.this a worst case (yes/no') S. Conditioned floor area (sq:ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (.ft.) -8. Glass area and type: a, Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: b. Wood, raised (R--rialue, area ) 10.Net Wall type area and insulation: 1. New Construction 2."Single-Family 3, 0 4. S. 1200.00 6. 1.00 7. 7.00 Single Pane Double Pane 8a.252.9sgft O.00sgft 8b. O.Osgft 0.00sgft 9b.R=19.00 , 881.00 sgft a. Exterior: 2, Wood frame (Insulation R-value) 10a-2 R=11,00, 1550.00sgft 11,Ceiling.type area and insulation a, Under -attic (Insulation R--value) .11a,R=19.00 , 881.00sgft 12,Air distribution systems a.. Ducts (Insulation + location) 12a. R= 6.00 , uncond 13,Cooling system 13. Type: Central A/C EER: 10.00 14.,Heating System: 14. Type: Heat Pump HSPF: 6,80 15.Hot water system: 15. 16.Hot Water Credits: (HR•-Heat'Recovery,, 16. DHP-Dedicated Heat .Pump) 17.Infiltration practice: 1, 2 or 3 17. 18,HVAC Credits (CF--Ceiling Fan, CV -Cross vent, 18._ HF--Whole house fan, RB-Attic radiant barrier, MZ-Multizone) ;,,.19.EPI (must not exceed 100 points) 19. a. Total As --Built points 19a. b, Total Base points 19b. --------------------------------------------- I Hereby certify that the- plans and specifications covered by this calcu- lation are in compliance with the Florida 'Energy Code. PREPARED BY: DATE : / ( ' LG wl I herebycertify that this building is in compliance with the Florida Energy Code,,' OWNER/AGENT: DATE: Type: Electric EF: 0.94 2 RB 98.85 27378.15 27695.79 ------------------------------------------- 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 in accordance with Section 553.908 F.S. BUILDING .OFFIC_IAL: DATE: �, . � � ;; �1 � � , ,,, . i � - ,•� '. '. ', � � � .. �. i _ ,, .. � _ � .. V . � , . .. - �. . � � .. , ' � l , � r . k � 1 1 ' J I:i , .. .. i .. .�s t • � i �. `� ' i l � 1; � � ,. � _ 1 � � i � � �' � � � � � ' `� -� Department of Community Affairs SN: 6568 KLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Perfdrma-nce Method A CENTRAL PROJECT NAME: ;BUILDER: AND ADDRESS: ;PERMITTING ;CLIMATE :OFFICE; NONE: 41-1 51_ : 61_ OWNER' :PERMIT NO, :JURISDICTION NO. CK 1. New'construction or addition 1. New Construction 2. Single family'detached or -Multifamily attached 2. Single -Family 3. If Multifamily --No. of units 3. 0 V If Multifamily, is this a worst case.(yes/no) 4. S. Conditioned floor area (sq.ft,) S..1200.00 6. Predominant eave overhang (ft.) 6. 1.00 7. Porch overhang length (ft.) 7_ 7.00 8, Glass area and type: Single Pane a. Clear Glass' 8a.2S2.9sgft b. Tint, film or solar screen 8b. O.Osgft 9, Floor type.and insulation: b. Wood, raised (R-value', area ) 10,Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 11,Ceiling type area and insulation: a. Under attic (Insulation R-value) 12,Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system' 14.Heating System: 1S.Hot water system: 16.Hot Water Credits: (HR-•Heat Recovery, DHP-Dedicated Heat Pump), .17.Infiltration practice: 1, 2 or 3 18,HVAC Credits (CF--Ceiling Fan, CV --Gross vent, HF-Whole house fan, RB--Attic radiant barrier, MZ-Multizone) 1.9.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points Double Pane 0.00sgft 0.00sgft 9b.R=19.00 , 881.00 sgft 10a-2 R=11.00, 1SS0.00sgft 11a.R=19.00 , 881.00sgft 12a. R= 6.00 , uncond 13. Type: Central A/C EER: 10.00 14. Type:.Heat Pump HSPF: 6.80 1S. Type: Electric EF: 0.94 16. 17. 2 18. RB 19. 98.85 19a, 27378.1S 19b. 27695.79 I Hereby certify that the plans and : Review of the plans and specifications specifications covered by this calcu-- :.-covered by this calculation indicates lation"are in compliance with the : compliance with the Florida Energy Florida Energy Code, : Code. Before construction is completed : this building will be -inspected for PREPARED BY: : compliance in accordance with Section DATE; 5S&908 F.S. I hereby certify that this building is in compliance with the Florida Energy, Code. OWNER/AGENT: : BUILDING OFFICIAL: DATE: : DATE: INFILTRATIO,N REDUCTION PRACTICE -COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE.#1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES: Windows 606.1 Maximum of 0.34 CFM.per linear foot of operable sash crack (includes sliding -glass doors). Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors - core, wood panel,insulated or glass doors only. Exterior Joints -606.1 To be caulked, gasketed, weather --stripped or other- & Cracks wise sealed. PRACTICE #2 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING. Exterior Walls 606.1 Top plate'ponetrations sealed. Infiltration barrier & Floors installed -Sole plate/floor joint caulked or sealed. Exterior Walls 606..1 Penetrations,'joints and -cracks on interior surface & Ceilings caulked, sealed or gasketed. DuctWork 606.1 Ductwork in unconditioned space must be sealed. Fireplaces 606.1 Equipped with outside combustion air,.doors and flue dampers. Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A,2. Combustionw� 606.1 --------------- Combustion space and water heating systems` provided Heating -with outside combustion air, except.direct vent appliances. * OTHER PRESCRIPTIVE • ----------------------- MEASURES (must be met or exceeded by all residences.) ** ____ Water Heaters 612.1 Comply, with efficiency requirements in Table 6-11. Switch'pr clearly marked circuit breaker (electric) or'cutoff (gas) must be provided. External or built- in heat trap required, Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated.). Non-commercial pools must have a pump timer.: Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at,BO PSIG. Air Distribution 6,10.1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and "installed in accordance with the criteria of -Section 610. Ducts in unconditioned attics must be.insulated to a minimum of R--6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls '607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 Ceilings minimum R-19. Common Walls --Frame R-11 or 602.1 CBS R--3 both sides. Common ceiling & floors Rw11. ' i IL .. •I SUMMER CALCULATIONS BASE =__ __- AS -BUILT --_ GLASS__.__.___ ORIEN' AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS N 56.00 82.2 4603.2 ; SGL CLR N 39.0 51.0 .89 17I6.9 SGL CLR N 17.0 51.0 .87 751.3 E 63.60 82.2 5227.9 ; SGL CLR E 18.6 . 109.2 .52 1056.2 SGL CLR E 12.0 109.2 .36 477.9 SGL-CLR E 33.0 109.2 .52 1873.9 S 73..90 82.2 6074.6 ; SGL CLR S 64.0 100.2 .83 5312.7 ;'SGL CLR S 9.9 100.2 .76 755.3 W 59.40 82;2 4882.7 ; SGL CLR W .13.0 109.2 .40 569.2 SGL CLR W 46.4. 109.2 .92 4665.1 .IS x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ,GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 1,200.00 252.90 .712 20,788.38 14,796.00 ; 17,238.4.9 NON GLASS w-------------- - � AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS- Ext 1550.0 1.0 1550.0 ; Ext Wood Frame 11.0 1550.0 1.90 2945.0 D00RS--- Ext 20.0 4.8 96.0 C E I L I NGS-•-----...,...--------- UA 881.0 .6 528.6 FLOORS _._._-_________.__ Rsd 881.0 •-3.4 --3021.8 Ext Insulated 20.0 4.80 96.0 Under Attic 19.0 881.0 1.1'0 969.1 Rsd Wood Adjacent 19.0 881.0 1.00 881.0 INFILTRATION-------------- 1200.0 10.9 13080.0 ; Practice #2 1200.0 10.90 13080.0 TOTAL SUMMER POINTS - 27,028.77 ; 35,209.59 TOTAL -~x~YSYSTEM Y=�MCOOLING' ; TOTAL_ x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS --------------------------------------------------------------- 27,028.77 .37 10,000.64 ; 35,209.59 1.00-1.070 :340 .950 12,168.79 �11 its FWIA W*1 fwxk"YVIX yt4ps: Vy 14 1 4 A T *A-, 4 toms FA -4 *"V 4 First", A L p A a owl V i r 0 Wn' I L ?I ti *3c K KKK *,9* K WATER HEATING BASE _ __ AS --BUILT NUM OF x MULT = TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATIO MULT 3 3527.0 10,581.00 ; 40 .94 1.000 3302.0 1.00 9,906.00 ------------------------------------------------------------------------------ **��****;K***%K**=K-K*****�:*=i<**=K******:K**-K�c;K;K**=K***�<****:K***%K*;K*:K;K****;K=K*:K**;K=K%K***:K* SUMMARY BASE _-_ _-- AS -BUILT COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS I POINTS + POINTS = POINTS POINTS POINTS + POINTS = POINTS 10000.6 7114.1 10581.0 27,695.79 ; 1.2168.8 5303.4 9906.0 27,378.15 EPI = 98.85 i l For detailed information of the EPI rating number or for,any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 ENERGY GUIDE EPI = 98.9 0 10 20 30 40 50 6070 80 90 100 The maximum allowable EPI is 106. The lower the EPI the more efficient the. home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT W I NDOWS ...' .................. Single Clear ix ---------_.------_.--- j INSULATION ............... Ceiling R--Value......... 19.0 Wall R-Value......... 11.0 Floor R-Value.... ;.... 19':.0 AIR CONDITIONER ............. EER............. . .... 1Q.0 HEATING SYSTEM.-............. Electric HSPF....,.,...., 6.8 WATER HEATER ............. .. Electric EF.............. -0_.94 Gas EF.... ........ 0.00 Solar EF.............. OTHER FEATURES .............. ............................. R-10 R-30 x--,.----_- -_. � R-a R--7 -......_.---_.._....---.--_..--x : R-a R- 19 .... --_.-.-_..----.---------x I 9.7 EER 16.0 6.8 HSPF 12.0 0.88 0.96 --------------- x----- 0.54 0.90 0.40 a.Bo ....-...__----------------------- � I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida -Energy -Code for Building Construction - 1993 Florida Department of Community Affairs, FL-EPL CARD93. RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 2 6Win For: Premier Construction #26 Windmill Village Jensen Bch FL 34957 By: DODD ENTERPRISES, INC. 497 River Prado Ft. Pierce 561/464-0970 WINTER DESIGN CONDITIONS Outside db: 42 Deg F Inside db: 70 Deg F Design TD: 28 Deg F HEATING SUMMARY Bldg. Heat Loss .18099 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 18099 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 977 977 Volume(cuft) 8950 8950 Air Changes/Hour 1.0 0.5 Equivalent CFM 149 75 HEATING EQUIPMENT SUMMARY FL 34946 11/26/96 Job # Wthr Fort Pierce FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 90 Deg F. Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 62 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24929 Btuh Ventilation 1238 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 0.95 Total Sens Equip Load 24858 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 3162 Btuh Infiltration 3151 Btuh Tot Latent Equip Load 7693 Btuh Total Equip Load 32551 Btuh COOLING EQUIPMENT SUMMARY Make Make Model Model Type Type Efficiency / HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1193 CFM Actual Cooling Fan 1193 CFM Htg Air Flow Factor 0.066 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3. 0. 0 SN 10243 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job#: Filename: 26Win 11/26/96 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 1. 0 AC/HR x 8950 Cu.Ft. x 0.0167 = 149 CFM 2. Winter Infiltration Btuh 1.1 x 149 CFM x 28 Winter TD = 4604 Btuh 3. Winter Infiltration HTM 4604 Btuh / 250 Total Window = 18.4 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.5 AC/HR x 8950 Cu.Ft. x 0.0167 = 75 CFM 2. Summer Infiltration Btuh 1.1 x 75 CFM x 15 Summer TD = 1233 Btuh 3. Summer Infiltration HTM 1233 Btuh / 250 Total Window = 4.9 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 62 gr.diff. x 75 CFM = 3151 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 75 Vent.CFM x 15 Summer TD = 1238 Btuh Sensible Load for Structure (Line 19) + 24929 Btuh Sum of Ventilation and Structure Loads = 26166 Btuh Rating and Temperature Swing Multiplier x 0.95 RSM Equipment Sizing Load - Sensible + 24858 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 75 Vent.CFM x 62 gr.diff. = 3162 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 3151 Btuh Equipment Sizing Load - Latent = 7 693 Btuh *Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3. 0. 02 SN 10243 Printout certified by ACCA to meet all requirements of Manual Form J 11 con 0 0 m 000� 3z¢x 1� C`� rl N N N ,--� r-I r-I M xH O O O 0:)mM M H LO LO 1� 3xc�H ooLn z ul o oLn H ri O 0 0 0 O>fxDC LO r-A LO O O O M H q �x00 o ri r-•i r-I ^ � U 3 W ¢zc7a m� 0 4 4EQ1 -14 ti zOaN ra c� cnx¢A 0Gr. v] E 4 P4 q b w C7 a¢N N s4 N r � 3¢aa rororo 3 zA3 ro ro.� 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0000 00 0 0 0 0 0 0 0 0 0 0 0 o O O N O N 61 O 10 0 0 N 1; 61 N (M ri H H N O O O O O O O O O O O O 00M mM m mM�r- mM M rl Ln N LO U-) N LO �' C' N LO LO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H r-1 H rl H -4 rl ri H rl H rl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H N CD o� 0 CD o� ro ri� ra0r�r� �pq U o o o o CDp o 0 0 0 o o o N rn rn m rn 4-3 a rn rn rn rn rn ri rn rn 41 rn x ul ul Ea m rli ro N rl H rl a ri a ri �l rl rl rl as or. gaog g.a a g. 0 G 9 9 g g 0 0 g 0 as as a aogo as 0 �i�i p�-1 �-1 �4�i�i �4 �4 �i ro ro ro ro ro ro roro ro ro ro ro 3 v w w U2 3 3 q q q 9 9 q C ro ro ro ro ro ro ro ro ro ro ro ro 26Win Job# Zone: Entire House 11/26/96 MAIN UALJ: ItrIVC. tUuni_j: J. V. vc.-Jlv ivcx.� 1 Name ofRoom Entire House Master Bed Rm Walk-in Closet Master Bath 2 Running Ft. Exposed Wall 17 0.6 Ft. 30.8 Ft. 6.4 Ft. 8.3 Ft. 3 Room Dimensions, Ft. 0.0 t. 14.3 x 15.7 Ft. 5.0 x 6.0 Ft. 5.0 x 8.0 Ft. 4 Ceiings,Ft Condit. Option 9.1 P 7.1 heat/cool 7.1 heat/cool 7.1 heat/cool TYPE OF CST HIM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 12C 2.5 2.0 1613 **** **** 218 **** **** 45 **** **** 59 **** **** Exposed b 14B 4.0 2.2 0 **** **** 0 **** **** 0 **** **** 0 **** **** Walls and c 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww Partitions d 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww e 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww f 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww 6 Windows and a 1C 32.3 ** 198 6403 **** 24 776 **** 0 0 **** 0 0 **** Glass Doors b 8C 32.3 ** 33 1051 **** 33 1051 **** 0 0 **** 0 0 **** Heating c 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** 7 Windows and North 18.0 40 **** 725 30 **** 545 0 **** 0 0 **** 0 Glass Doors NE/NW 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 53.0 128 **** 6797 26 **** 1391 0 **** 0 0 **** 0 SE/SW 47.0 20 **** 940 0 **** 0 0 **** 0 0 **** 0 South 28.0 42 **** 1176 0 **** 0 0 **** 0 0 **** 0 Horz 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a IOG 18.8 15.1 20 366 295 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.5 2.0 1363 3434 2772 162 408 329 45 115 92 59 148 119 Exposed b 14 B 4.0 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.5 1.9 603 895 1119 223 331 414 30 45 56 40 59 74 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 19I 0.7 0.0 273 183 0 0 0 0 0 0 0 0 0 0 b 19D 0.7 0.0 413 301 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Mltration a 18.4 4.9 250 4604 1233 57 1040 279 0 0 0 0 0 0 13 SubtotBtuhLoss=6+8.+11+12 **** 17237 **** **** 3607 **** **** 159 **** **** 207 **** 14 Duct Btuh Loss 5% 862 **** 5% 180 **** 51% 8 **** 5% 10 **** 15 Total Btuh Loss = 13+14 **** 18099 **** **** 3787 **** **** 167 **** **** 217 **** 16 Int. Gains: People @ 300 6 **** 1800 0 **** 0 0 **** 0 0 **** 0 Appl. Q 1200 4 **** 4800 0 **** 0 0 **** 0 0 **** 0 17 Subtot RSH Gain=7+8..+12+16 **** **** 21657 **** **** 2958 **** **** 148 **** **** 193 18 Duct Btuh Gain 5% **** 1083 5% **** 148 5% **** 7 5% **** 10 19 Total RSHGain=(17+18)*PLF 1.10 **** 24929 1.00 **** 3105 1.00 **** 155 1.00 **** 203 20 CFM Air Required **** 1193 1193 **** 250 149 **** 11 7 **** 14 10 Printout certified by ACCA to meet all requirements of Manual J Form 26Win Job# Zone: Entire House 11/26/96 1VMN UAL /rn rya. wunl-J: 1 NameofRoom Guest Bed Rm 1 Guest Bed Rm 2 Bath Rm Laundry Rm 2 Running Ft. Exposed Wall 2 5. 2 Ft. 23.9 Ft. 5.3 Ft. 6.6 Ft. 3 Room Dimensions, Ft. 13.8 x 10.4 Ft. 12.5 x 10.4 Ft. 5.0 x 11.5 Ft. 6.3 x 7.0 Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HIM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg I Clg Length Htg I Clg 5 Gross a 12C 2.5 2.0 201 **** **** 191 **** **** 42 **** **** 53 **** **** Exposed b 14B 4.0 2.2 0 twww wwww 0 wwww wwww 0 wwww wwww 0 wwww www* Walls and c 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww Partitions d 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww e 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww f 0.0 0.0 0 wwww wwww 0 wwww wwww 0 wwww wwww 0 wwww wwww 6 Windows and a 1C 32.3 ** 22 711 **** 22 711 **** 0 0 **** 9 291 **** Glass Doors b 8C 32.3 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** Heating c 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** d 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** e 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** f 0.0 ** 0 0 **** 0 0 **** 0 0 **** 0 0 **** 7 Windows and North 18.0 10 **** 180 0 **** 0 0 **** 0 0 **** 0 Glass Doors NE/NW 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Cooling E/W 53.0 12 **** 636 12 **** 636 0 **** 0 9 **** 477 SE/SW 47.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 South 28.0 0 **** 0 10 **** 280 0 **** 0 0 **** 0 Horz 0.0 0 **** 0 0 **** 0 0 **** 0 0 **** 0 8 Other doors a l OG 18.8 15.1 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.5 2.0 179 452 364 169 426 344 42 106 85 44 110 89 Exposed b 14 B 4.0 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.5 1.9 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 19I 0.7 0.0 143 96 0 130 87 0 0 0 0 0 0 0 b 19D 0.7 0.0 0 0 0 0 0 0 58 42 0 44 32 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 18.4 4.9 22 405 109 22 405 109 0 0 0 9 166 44 13 Subtot Btuh Loss=6+8..+11+12 **** 1664 **** **** 1630 **** **** 148 **** **** 599 **** 14 Duct Btuh Loss 5% 83 **** 50/c 82 **** 5% 7 **** 5% 30 **** 15 Total Btuh Loss = 13+14 **** 1748 **** **** 1712 **** **** 155 **** **** 629 **** 16 Int.Gains: People@ 300 0 **** 0 0 **** 0 0 **** 0 0 **** 0 Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 2 **** 2400 17 SubtotRSHGain=7+8.+12+16 **** **** 1289 **** **** 1369 **** **** 85 **** **** 3010 18 Duct Btuh Gain 5% **** 64 5% **** 68 5% **** 4 5% **** 151 19 Total RSHGain=(17+18)*PLF 1.25 **** 1692 1.00 **** 1437 1.00 **** 90 1.00 **** 3161 20 CFM Air Required **** 115 81 **** 113 69 **** 10 4 **** 41 151 Printout certified by ACCA to meet all requirements of Manual J Form w 2 6Win Job# Zone: Entire House 11/26/96 MAIN UAL J: /m tsa. wkni-J: �. v. vc- , lvcY� 1 Name of Room Living Rm Dining Rm Kitchen 2 Running Ft. Exposed Wall 33.0 Ft. 22.0 Ft. 9.3 Ft. Ft. 3 Room Dimensions, Ft. 10.0 x 10.0 Ft. 11.0 x 10.5 Ft. 9.0 x 10.5 Ft. x Ft. 4 Ceiings,Ft Condit. Option 12.5 heat/cool 12.5 heat/cool 12.5 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg I Clg Length Htg Clg 5 Gross a 12C 2.5 2.0 413 **** **** 275 **** **** 116 **** **** **** **** Exposed b 14 B 4.0 2.2 0 **** **** 0 **** **** 0 **** **** **** **** Walls and c 0.0 0.0 0 wwww wwww p wwww wwww p wwww wwww wwww wwww Partitions d 0.0 0.0 0 wwww wwww p wwww wwww p wwww wwww wwww wwww e 0.0 0.0 0 wwww wwww p wwww wwww p wwww wwww wwww wwww f 0.0 0.0 0 wwww wwww p wwww wwww p wwww wwww wwww wwww 6 Windows and a 1C 32.3 ** 76 2458 **** 36 1164 **** 9 291 **** **** Glass Doors b 8C 32.3 ** 0 0 **** 0 0 **** 0 0 **** **** Heating c 0.0 ** 0 0 **** 0 0 **** 0 0 **** **** d 0.0 ** 0 0 **** 0 0 **** 0 0 **** **** e 0.0 ** 0 0 **** 0 0 **** 0 0 **** **** f 0.0 ** 0 0 **** 0 0 **** 0 0 **** **** 7 Windows and North 18.0 0 **** 0 0 **** 0 0 **** 0 **** Glass Doors NE/NW 0.0 0 **** 0 0 **** 0 0 **** 0 **** Cooling E/W 53.0 36 **** 1908 24 **** 1272 9 **** 477 **** SE/SW 47.0 20 **** 940 0 **** 0 0 **** 0 **** South 28.0 20 **** 560 12 **** 336 0 **** 0 **** Horz 0.0 0 **** 0 0 **** 0 0 **** 0 **** 8 Other doors a 10G 18.8 15.1 0 0 0 20 366 295 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 12C 2.5 2.0 337 848 684 220 553 446 107 269 217 Exposed b 14 B 4.0 2.2 0 0 0 0 0 0 0 0 0 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.5 1.9 100 148 186 116 171 214 95 140 175 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 19I 0.7 0.0 0 0 0 0 0 0 0 0 0 b 19D 0.7 0.0 100 73 0 116 84 0 95 69 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 ]nfiltration a 18.4 4.9 76 1400 375 56 1022 274 9 166 44 13 SubtotBtuh Loss=6+8.+11+12 **** 4927 **** **** 3361 **** **** 935 **** **** **** 14 Duct Btuh Loss 5% 246 **** 5% 168 **** 5% 47 **** °/u **** 15 Total Btuh Loss = 13+14 **** 5173 **** **** 3529 **** **** 982 **** **** **** 16 1nt.Gains: People@ 300 3 **** 900 3 **** 900 0 **** 0 **** Appl. @ 1200 0 **** 0 0 **** 0 2 **** 2400 **** 17 SubtotRSHGain=7+8.+12+16 **** **** 5553 **** **** 3738 **** **** 3314 **** **** 18 Duct Btuh Gain 5% **** 278 5% **** 187 5% **** 166 % **** 19 Total RSH Gain=(17+18)*PLF 1.00 **** 5830 1.25 **** 4906 1.25 **** 4349 **** 20 CFM Air Required **** 341 279 **** 233 235 **** 65 208 **** Printout certified by ACCA to meet all requirements of Manual J Form DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 MRGINIA AVENUE, ROOM 201 FT. PIERCE, FL 34962-5652 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification Is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit tnyoMng the construction of new residence (single, or multi -family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to Interior renovations (provided that no structural walls, columns or other similar component Is being effected) and certain other minor building Oermits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462 2172. PROJECTNAME :4.i:.{:.:•... •.. f:.....:f :.:'..•.A. f�•i:: .n:wh: ni. i:ii•:?}:{Y,.}:4:. R�rv,.. w>:v :::jY:? STREET ADDRESS / 71et 11 ',e ! Q Yr^ let PR NUMBER PERMIT NUMBER ca9 B' OCCP. TYPE OF CST. TYPE CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the appmo tate box) 1. BUILDING CODE EDITION USED (YEAR) / `� ` 1 SBCCI ASCE 7-88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK oW ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: % 6 MPH 6. WIND EXPOSURE CLASSIFICATION (REFER To EXPOSURE TABLES IN BuanING cooE IDENnFiED IN uNE sl): 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: r2 - PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF 8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BuaDING CODE): 9. LOADS: FLOOR 4'10 PSF ROOF/DEAD: PSF ROOF/LIVE: PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO tf NO, why? (attach, explanation) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK Orel YES NO If NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO If NO, why? (attach explanation) 13. MINIMUM SOIL BEARING PRESSURE 4C� G'O PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION'' IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF NAME: J k Vc. D. JrUJ6 L L CERTIFICATION NO: �7(/ 2Z '[SEAL HE DESIGN FIRM: DATE: ff 2� -�lCDO20-00 CERTIFICATE1O.M.R. W3067-0077 El EVATION I � Fxrnresnday3l, 7993 FEDERAL EMERGENCY MANAGEMENT AGENCY 1 NATIONAL FLOOD INSURANCE PROGRAM Af'I 1_11 [ ION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION'A PROPERTY INFORMATION nLill_DJtJG UWrdi=ll'S NAM L= ra I"l 177-2Ul.� STREET ADDRESS (Including Apt.. Unit;:Suile and/or Bldg. iVuinber) OR P.O. nOUTE AND BOX NUMBER C7 Li-r1_1 L�CaT 2 O I ILR DESCRIPTIULI (Lot and Bloc k N`drnbbets, etc.) �>\� t rn.l to �1 t Ll. V i�Lt-- ✓� C-1 tL _--__L. o'f— 2. b -- CII-Y� FL_ Vet Fort INSURAiJCE COMF'ANY USE POLICY NUMBER COMPANY NAIC NUMBER STATE ZIP CODE 1 LN Fi ' 3�i`7 S 'SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBEn 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) IZc:>Z2>5 p�3i3 C-t ll -mil - �?Z o0 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE):, [Pf4GVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I I I . L-I .0 feet NGVD (or other FIRM datum —see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number. from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 8 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of L._I_._. J_l9J.PJ feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones VI430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L1J_1_1J.LJ feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LLJ.LJ feet above ❑ or below ❑ (Check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram Is I.LJ.feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth'nUmber is available,, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance?, ❑",Yes❑I,No �Jnknown 3. Indicate the elevation datum system used in determining the above. reference level elevations: L(: NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in, measuring the elevations is'different than.that used on the FiRM (see Section B, Item 71, then convert the elevations to the datum system used on the FiRM and. show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes 1lo (See,Instructions on Page 4)rl+; 5. The reference level elevation is based on: factual construction ❑ construction drawings, i , r (NOTE: Use of construction drawings is only valid if the building does not yet have the reference,level,floor in place, in which case this certificate will only be valid for the building during the course of co�struction.t A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: L I I I is .LA feet NGVDI(or other FIRM datum -see Section B, Item 7). `SECTION D' COMMUNITY:INFORMATION r`f1 *a "'<_"') , { „;" ":I ` 1. If, the community official responsible for verifying building elevations'spedfies fhatsthe rejerence;level;fttdicated in Section C; Item 1 Is not the "lowest floor" as defined In the community's floodplain;manage ri)enttordirnance;'tf�e elevation of the,buflding's;"lowest• floor" as defined by the ordinance Is: I I I I I I L feet NGVD.(or other FIRM dalum4e' a Section B, Item 7)..' 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS" SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or archilect,who is authorized by state or local law to certify elevationl information when the elevation information for Zones Al—A30, AE, All, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials^who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building. official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished. area Feature(s), then list the Feature(s) not i included in the Certification under Comments below. The diagram number, Section C, Item 1, must still'be entered. I certify that the information in Sections B and C 011 this certificate represents my best efforts to interoibt,th4'data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, 5'ectiob 1001. • q- CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) _ EARLE R. STARKEY __ PS # 4459— TITLE COMPANY NAME PROFESSIONA_L.__SU_RVEYQR___k __MAPPER., ADDRESS CITY STATE ZIP 1501 DECKER AVE., SUITE_12-1.-A.,_._STUART _ _..__._._..__FT, 3.4994.___ SIGNATURE L // Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON SLAB A v ZONES ZONES REFERENCE BASE V • -•:: FLOOD ADJACENT `,:1 ELEVATION REFERENCE ADJACENT GRADE LEVEL GRADE WITH ON PILES, BASEMENT PIERS, OR COLUMNS AA.:i " V, kr ZONES,,ZONES,I ;ZONES, REFERENCE BASE LEVEL' ` :;' i�'�i'�" FLOOD •• '• .` ELETTATION', REFERENCE "LEVEL'''j- The diagrams above illustrate the points at which the elevations should be'measured InA Zones and V Zones. , Elevations for all A Zones should be measured at the, top, of the reference level floor Elevations for all.V Zones should be measured at the bottom of the lowest.hoizontal structural member. Page 2 DEPARTMENT'OF COMMUNITY DEVELOPMENT CODE.COMPLIANCE DIVISION MEMORANDUM TO: Ray Wazny, Code Compliance, Manager FROM: William Hatcher, Building Codes Supervisor DATE: March 7, 1997 RE: 10851 S. Ocean Drive, Lot ,26 Windmill Village Permit No. 96-120098 The spiral stairs shown on the plans for this home do not meet the requirement of Section 1007.8.3 of the Standard Building Code. This construction is accepted by the Building Official because the loft area serviced by the spiral staircase has a secondary means of egress through sliding doors to an exterior landing area. WH:ewc -ti DEPARTMENT OF COMMUNITY DEVELOPMENT CODE COMPLIANCE DIVISION MEMORANDUM DATE: March 6, 1997 TO: Phil Freeland, Community Dev. Director FROM: William Hatcher, Building Code Supervisor RE: 10851 S. Ocean Dr. Lot 26 Windmill Village Permit ##96-120098 There has been an oversight in Plan Review for the above site listed. Pertaining to code egress stairs, Code Section 1007.8.3 the plans are showing four ft. spiral as the same installed. With there being a sliding door and porch balcony at rear of the residence. William Hatcher, Building Code Supervisor, Ray Wazny, Code Compliance Manager and Dennis Murphy, Land Dev. Cordinator, together decided to count the porch landing as a safe means of refuge and a means of escape. CC: Plans Examiner Code Compliance Manager Land Dev. Cordinator Community Dev. Director Office Plans 4rd,� ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIEWED BY DATE 0-7 -?,,7 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 0 ter JACK D. JEWELL, P.E. FLA. REG. # 34022 3038 S.E. BAKERSFIELD ST. PORT ST. LUCIE, FL. 34952 (561) 335-1470, FAX 398-0418 DEC. 25, 1996 ST. LUCIE.COUNTY BUILDING DEPT. 1100 VIRGINIA AVE. FORT PIERCE, FL 3495 SUBJECT: ONE HOUR FIRE WALL ON BUILDINGS ON NETTLES ISLAND 8 1/2 FEET ADJACENT TO EACH OTHER. BUILDING PERMIT # _9blZ D OVA--- LOCATION: *J A' C G_v_-__LOT 2� NETTLISLAND ST. LUCIE COUNTY JENSEN BEACH, FL CONTRACTOR: PREMIER CONST., JACK GANGI TO CODE ENFORCEMENT, PLAN REVIEW THE ONE HOUR FIRE RATED ASSEMBLY PROPOSED IS THE ADDITION OF THE MATERIAL IDENTIFIED AS " DENS -GLASS GOLD " WHICH IS RATED FOR ONE HOUR FIRE PROTECTION. SEE ATTACHED CUT SHEET FROM THE MANUFACTURER. QUOTING FROM THE CUT SHEET; FIRE PROTECTION "DENS GLASS GOLD " IS NONCOMBUSTIBLE (AS TESTED PER ASTM E-136). SO IT. OFFERS BETTER PROTECTION AGAINST FIRE THAN ORDINARY GYPSUM SHEATHING. SURFACE BURNING TEST (PERFORMED IN ACCORDANCE WITH ASTM E-84) SHOW DENS GLASS GOLD PANELS PROVIDE ZERO FLAMESPREAD AND ZERO SMOKE DEVELOPMENT. TEST OF 5/8" DENS -GLASS GOLD FIRESTOP. TYPE X (PERFORMED IN ACCORDANCE WITH ASTM E-191) QUALIFIES FOR A ONE HOUR FIRE RESISTANT CONSTRUCTION (UL 337). I CERTIFY THAT THIS MATERIAL APPLIED TO THE WALL WILL COMPLY WITH THE INTENT OF THE ONE HOUR FIRE RATING REQUIREMENTS. 7S� CERE,Y -ACk D . _ J 'ELL, P . E . 5.89056'22"W. 1070.82(P)(F) BEARING BASE 20'COMNOWUSE PROP. 20* BUFFER EASEMENT 5.89056'22"W .70. 00'(P)(F) � i A" — AM RIV 505 450 25 A MS TERDA M AVENUE PROPERTY LOCATED WITHIN FLOOD ZONE: 'AE"RLEV. 800 COMMUNITY- PANEL NUMBER - 1202870313F 1`- PROPERTY STREET ADDRESS: 10851SOLITHOCEANORIVE26 JE-165V8EACH Ft. 34.957 CERTIFIED TO -- I 1 411,4- t AV PAM 11 A MSTERCA M AVENUE -X AWTERO�M AvENUE L. OCA TION MAP L OT25 LEGAL DESCRIPTION KNOWN AS LOT 26, "WINDMILL VILLAGE BY THE SEA, A CCOROIN TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16, PAGES 76 & 16A, PURL IC RECORDS OF 5 T LUCIE COUNTY FLORIDA. Am SURVEYOR'S NOTES t - SURVEY OFOESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2. - LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING INC. r'ARE ortrocurmTnT�iuc,ro"ur�ncRECORD LEGEND AS SHOWN HEREON, UNLESS OTHERWISE NOTED. (P) - DENITES OlS7ANCE,ANGLE OR BEARING BY FURNISHED DESCRIPTION P.O.C. - POINT OF COMMENCEMENT (F) - OF S MEASURED DISTANCE, ANGLE OR BEARING P.O.B. - POINT OF BEGINNING ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC Irl • n'': t-ALCULATED DISTANCE, ANGLE OR BEARING ENC. - ENCROACHMENT VERTICAL DATUM OF 1929,SEE SURVEY FOR REFERENCE BENCHMARK, APPROX. - APPROXIMATE UNLESS? ; RWISENOTED. "' BLOCK STRUCTURE 7ml, SET I.B. - SET 5/0' IRON BARS CAP 0 41*59 NA W. - NAIL WASHER S. - THEP" ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. VIE FIND.- FOUND LP. - IRON PIPE NA TT - NAIL M.H. - MANHC'- TIN TAB J�, ALUMINIUM C.M. CONCRETE MONUMENT C.B. - CATCH SYMBOLS lql°WFR POLE LB. IRON BAR P.R.M. - PERr,�,SIN 'AM WIRE PX, - P.K. NAIL NENT REFERENCE MONUMENT P.C.P. - PER10,' , 6, DELTA / CENTRAL ANGLE Of 5-ANK i 'UP; 'RE R.R.S. - RAILROAD SPIKE R/W HT " IENT CONTROL POINT RIG - fIF-WAY ( CENTERLINE h 9 JGIfT BRK.- BROKEN S.B.T._ SOUThF RN BELL TELEPHONE DRAINAGE FLOW X OUSTING ELEVATION 'cl ELF, 'ON DIST. - DISTURBED TYP - TYPICAL -PROPERTYLINE E.P. - EOGE OF PAVEMENT - AIR COIJDITIONER EQUIP. - EQUInMENT 5 SURVEYOR'S CERTIFICATE WE HERBY CERTIFY THAT THE BOUNDARY SURVEY AS SHOWN HEREON 15 TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS SURVEYED UNDER OUR DIRECTION. WE FURTHER CERTIFY THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS UNDER RULE 611317 - 6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. NOT VALID, UNLESS SEALED WITH AN EMBOSSM SURVEYOR'S SEAL ACCURign-LANo INC. EARLS —R.STAR' REGISTRA P0FESS-TONAL LAND SURVEYOR No. 4459 - STATE OF FLORIDA ct Q71 cpl al ,a 01 l I;c:l co V) 4� c� X Z. LL — Li v) u- u- C:) z: p L-i ab /mo V) c� Qt u- Lu Q 7 Z� Cw r uj Zt CL V) c4ctt 7t j L!:) V) [rL:m ui C9 0 1 c V) c= f%, � C> La Z:D1 P LLJQ > -j DRAWN W6.H. CHECKED E. R. S. FIELD DATE 11115119.96 SCALE I" z 20. 00' Joe NO. 73-66-01 SHEET OF ONE Si 'EETS " i ■ C I C r 10'-0" 16'-0" - 14'-0" N� riz�� Ilb •1 1 1 1 1 E. 48" x 32" LOUVERED 32" LOUVERED __ ------ ---- --48;x ---------- ------------ ------- ACCESS DOOR ACCESS DOOR INDICATES 1 #5 DOWEL IN GROUT FILLED A CELLS WITH HOOK AT FOOTER AND TIE BEAM. BAR LAP MUST BE 25" MIN. (TYP.) I m I i I o I 1 I I I l I 8'-0' 8'-0" 8'-0" I L— — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EM. . ---------- - -- - ------------- I I i B I CONCRETE SLAB 4" SLAB WITH 6X6 #10/10 W.W.M. (2500 P.S.I.) i (FIBER MESH OPT.) OVER 6 MIL VAPOR BARRIER o 1 I ON CLEAN COMPACTED TERMITE TREATED FILL. I I I I L.-- I I 48" x 32" ED --- -----------LOUVERED-----48'_x 32" LOUVER----------------J ------------ ACCESS DOOR ACCESS DOOR io'-G" er 16'-0" 14'Mo" FN 7'-9" - C C-23 S.H. 0" S.H. SCALE: 1/4" = T-O" 2'_0' )" 4'-1 -1/2" C-2 S.H. -- -- -- -- -- - -- -- -- -- -- - - -- -- - -- -- -- --T----TIC IIL 'I _ I I I I I I I I I I z J -- I I 0 / I I < Ld \ I I I I U - I I I I � \ , I I I I I I I I / L.�____ ___.�L_ L_ m.. __ - .... -- --- -- I - -- -- ----II _. � E 00 ? N xLn o LIVING ROOM _ N m IN `� Io 0 o I "s LAUNDRY °D a 'tF- 1n 22'-7" X 10'-4"00 CATHEDRAL CEILING = G. -BEDROOM in C, L• 00 1 cc 8'-0" FLAT CEILING o TILE FLOOR W 1' ,I• T^ Oj TILE FLOOR — r r7 d - ii r i-A 1 Cr i 'J G r 2' 6'- 4" 'O r7 21'-10 1 2" TILE FLOOR ,n n o SHELVE c 0 U io 068 B M 2 N e 2868 DR. XT =r. 0 2668 DR J ETURN r ®C® ! p 068 B iiii \ 3068 DR. `m _ " A.H.U. iiii Ag>\\ a w 2'-0° iiii iS, \ I x �DINING &.. ROOM rn G. BEDROOM ", KITCHEN 1'-6" X 10'-4" I u- �oF i ' 10'-11" X 10'-7" N n -0" FLAT CEILING I w v+-' ' m ° n 9'-0" X 10'-7" CATHEDRAL CEILING ;n o TILE FLOOR I N v O CATHEDRAL CEILING TILE FLOOR -I_ o o 1 3 J 9,-0' TILE FLOOR 10'-10 1 2" N o cODo O O I ,� ' 'CO /'� { VA O L� O �.r o to I 2 11,1 D m 10 1 TTT � I IIII a I�11 W . 4 p 11-6" 2 I" I, 1-o" -- ' 14'-4 1 2" C-23 S.H. 10'-1 1/4" C-24 S.H. 5'-8 3 4" 5' 0" 40'-0" 49'-0" 1st FLOOR PLAN SCALE:1 NOTE: ALL WALLS ARE DRAWN 3,- UNLESS NOTED OTHERWISE. 5'- 0" 11'- 4 1 2" ---6"x46° S.H.----------- -- -------------—--—--— I I = d � 14'-6 1 2' � 14 I a M. BEDROOM 48"x48" 'X 14'-3" X 15'-8" z STAIRCASE 1 /� 7'-1" CATHEDRAL CEILING `n CARPET FLOOR < a M V J a o to I I z x o 00 2. I / a Of 0 0 CID I W� I o< m I I / BATHROOM e'-G" x s'-o"7'-1" CATH. CLG.VINYL Mws,��:: FLOOR 0 3D68 BI-FOLD I a I DOOR a 5'-9 1 2" 11 .I. C. a N ROD &SHELF a RR V/ 5'-0"------ 2nd FLLOOR01 PLAN NOTE: ALL WALLS ARE DRAWN 3k" UNLESS NOTED OTHERWISE. / I / / I I I I I / I I / I I I I `\ I I 1'_O= LPILNNttKILU IKUSS ® Y4- O.C. SCALE- 1/4" = 1'-O" FLOOR.: �/ 0.�'I pill BRIDGING (TYP.) . . 01 I. 2" X 6" FLOOR JOISTS 0 16" O.C. W/ 2" X 6"--4 BRIDGING (TYP.) — O 30 a0 3 2" X 10" FLOOR JOISTS 16"RIDGING(.CTWP )2" X 10" 0 x N vI CL CHASE SCALE: 1/4' = I , LOT 25 1 6" .... N 00'03'38" W SETBACK 60.00, 1 y�� 8'X18j 3 L1 cj n �` ;�.07 7B. i I n UJ O I'-0 SETBACK< F_P_ARKING�_� 14 0" �� Q ^I II THACK N Lj i N 00'03'38" W 60.00 _2 LEGAL DESCRIPTION LOT 26, UNIT 1, WINDMILL VILLAGE BY THE SEA, PLAT BOOK 15, PAGES 13, PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA, PLOT [CLAN SCALE:1' _ NOTEI THIS IS NOT A SURVEY, - CONNECTOR CHART TRUSS UPLIFT ENDS LOADS HUGHES CONNECTOR EA. END RT14 755# ANCHORS EA. CON. 10-16D EVERY RAFTER ALL A & B 1st FLOOR jr' kI C c Og O. TO APPROVED W%OjS�k SEPTIC SYSTEM AREA SCHEDULE 1st FLOOR 881 SQ,FT, DECK & STAIR 71 SQ,FT, 2nd FLOOR 319 SQ,FT, 2nd FLOOR DECK 108 SQ,FT, TOTAL AREA 1,379 SQ.FT.11 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I `V AM A DULY REGISTERED ` ARCHITECT OR ENGINEER _ UNDER THE LAWS OF THE! ✓ STATE OF FLORIDA w :k AS SIGNIFIED BY MY HAND AND SEAL. y z 0 w x A c C7 . ZQ L o to Lo N40:VE:3 ' O H ?� 1 Ld 0- �I N �uLj LL = a' � .4I O 8 H-. W � r Cn I (f3 } Q c ) nn<1; V1 maw E-4 4.4 C) O O W II II � (((uuu L00 Z c5 � Z W �caz O � O w E• �3 a j O o O L E u C7 LL r z �z ^W 3 0 H H j O1 F-1 + l W DRAWN BYI N. W. Si. CHECKED BYE DATE l 1-25-96 SCALE i4" --1 ' - 0" JOB NO, 06-092 SHEETS OF sro® 0 ------------ --- ----- ----.--------------FINISH FLOOR FINISI- -� �t 3' P ONT L-L�� V AE QN SCALE: 1/4' = 1'-0" III Ilil )I R 1l / P FR P .,TIf-111 r- W R /k3\ II \�I Qr` A 11=, 11 A' . r-n 1W = S.Tucco. . FINISH FLOOR STUCCa REAR ELSE V AEOu V SCALE; 1/4' = T-0' lstFLOOR ELECTRICAL PLAN SCALE: 1,/4" = 1'-0" NOTE: ALL ELECTRICAL OUTLETS, SWITCHES, & CONNECTIONS SHALL BE PLACED ABOVE FLOOD ZONE, UNLESS NOTED OTHERWISE. ELECTRICAL SYMBOLS LDJ DUPLEX RECEPTACLE AT 12' A.F.F. T SECURITY KEY PAD INCONDESCENT LIGHT CCG. MOUNTED WJB DUPLEX RECEPTACLE AT BASE JUNCTION BOX n �_ IrY INCONDESCENT LIGHT WALL MOUNTED yllC DUPLEX RECEPTACLE AT r ABV. COUNTER j�TV T TELEVISION JACK PRE -WIRED / t l HI -HAT CL'G. MOUNTED O DUPLEX RECEPTACLE (LUSH IN FLOOR 220 V. RECEPTACLE AT 12" A.F.F. / \ /VP — HI -HAT VAPOR PROOF ;L{GFI UD DUPLEX RECEPTACLE GROUND FAULT O HVAC THERMOSTAT (-`I C� F.P.d1. METER k DISC. ,K �L1 DUPLEX RECEPTACLE TOP REC. SWITCHED (off i INTERCOM AT 60' A.F.F. BREAKER PANEL DUPLEX RECEPTACLE WATERPROOF PH . TELEPHONE OUTLET AT 12" A.F.F. t1^ EXHAUST FAN UC DUPLEX RECEPTACLE UNDER COUNTER H a TELEPHONE OUTLET FLUSH IN FLOOR EXHAUST FAN W/ LIGHT SWITCH SINGLE POLE SPEAKER-1 IN Cl-G. FLUORESCENT LIGHT FlXTURE $3 SWITCH THREE WAY SECURITY LIGHTS ,,..ccam� L_J DOOR BELL $4 SWITCH FOUR WAY Q SD SMOKE DETECTOR CHIMES R SWITCH RHEOSTAT fl I SWITCH DISCONNECT D SWITCH DIMMER � PADDLE FAN W/ OR W/O LIGHT — K SWITCH KEYED I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED %I ARCHITECT OR ENGINEER t ti i UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. C W �� -W) 4c EU >* - � o� U H b > n�l W W 4"I � W 4� Li zpq OW j 3�Sy� ol L,J A Q ® CL V1 CD �I M,iNl F®r Ij Z Z a W Q Q N w � O NN -- v o � ILItIIJI Ii1ll-,J R: Z Ld J LLJ Q � 1ppDRAgW,{N� BY ll JUU .l,. 9 . .,CHECKED BY, DATE 11-25-96 SCALE 1/4 "-1'-0" oB 96 092 SHEET SHEETS 2 OF 3 2" x 12" P.T. DROP GIRDER 2" x 6 P.T. PLATE I 8" x 4° x 16" _ CONC. BLOCK _ I W/ #5 (TYP.) -- - I - CONC. BLOCK oo II II - CONC. BLOCK 16" X 16" MONOLITHIC FOOTER _ I _ W/ #5 (TYP.) WITH 2 #5 RODS CONT. OR 3 #4 RODSCONT. ON CHAIRS II W TH CORNER BENDS. ' r --� �- . ii�.� �. r------- — - - CO \•�� • i 4 #5 BARS 06" O.C. --------- - --� 006 MIL VAPOR BARRIER W/ 3" CLEARANCE 24" ON CLEAN COMPACTED AT EDGES OF PAD 16" TERMITE TREATED FILL. .006 MIL VAPOR BARRIER SE ! ON CLEAN COMPACTED TERMITE TREATED FILL. PLANS FOR RISER & k TREAD SIZES NOTE: DIMENSIONS ARE 24" x 24" x 12" EXTERIOR 0 7 o R Fil SCALE: 3/4' = l'-0' _ __ SCALE: 3/4' = l'-0' NOT TO SCALE ROUNDED 2 X 6 2 X 6 PLATE METER O 4 X 4 X4 P.T 2 X 6 DECK P.T. 2 X 6 W GALV. CARRIAGE BOLT. 3 PLACES 12" ��.12" X 12" X i —ter ".MONO FOOE.TR 2 X 10 PLATE X 10 PLATE 2 P.T 2 X 10 016" D.C. 5/8"0 LAG BOLTS 2 X 4 PLATE X 0'-4' KNEE WALL 2X4,STUDS 0 16' Q, - i �N o 0^ A/C DISC. SIZE AS PER A/C MFG'R SPECS 120/240V 10 3W 150 AMP 1 #6 CU. IN. 1 /2 U PANEL COND. GROUND � [3] 1/0 THW CU. IN. 1-1/2" CONDUIT U.G. SERVICE [3] 1/0 THW CU. IN." �r^ ALL ELECTRICAL I.A.W. CURRENT "NEG" INCL. 1-1/2" CONDUIT ..x GFI OUTLETS. ALL WIRING TO BE COPPER. 'THCCAL HSER SCALE: N.T.S. HUGHES RT14 755# EVERY RAFTER NAIL 10 - 16D HUGHES TP4X OR SIMPSON SP4 EVERY STUD NAIL 10-161) T&B. DRIPEDGE OVER 2" X 4" SUB FASCIA W/ ALUM. FASCIA & VINYL SOFFIT 12" DENSE GLASS ON " i' COX ON 2" X 4" ' OD DS 16" O.C. W/ R-11 INSUL. JGHES EHS18 OR SIMPSON EVERY STUD NAIL 12-16D FF riy CONCillk TlLE'T& OVER 30# FELT PAPER ATTACHED'TO 4" COX PLYWOOD NAIL 8D 4" ON SEAM, 6" IN FIELD ON ENGINEERED TRUSSES 24" O.C. 12" ROOF 3., SLOP 6 ft 19 B_.-- TOP PLATE DBL. 2" X 4" TOP PLATES " DRY WALL 2"X4" SOLE PLATE P.T. 14" T & G PLYWOOD GLUE & MOLDING rSCREW TO 2" X 10" WOOD JOISTS I 16 O.C. W/ R-19 INSULATION 4" TOP PLATES - r smiew l` NOT TO SCALE HUGHES EHS18 OR SIMPSON MTS18 EVERY STUD NAIL 12-16D HUGHES TA22 OR SIMPSON .2 EVERY MST.. NAIL 7-16L 2"X4" SOLE PLATE P.T T & G PLYWOOD GLUE & MOLDING SCREW TO 2" X 8" WOOD JOISTS F 16" O.C. W/ P,-19 INSULATION I i i g• ri q`4 I I�+��t -1 • O 0 • � 0 0 ONTO a o 0 0 c HUGHES RT14 7S5# EVERY RAFTER NAIL 10 - 16D HUGHES TP4X OR SIMPSON SP4 EVERY STUD NAIL 10-1611 T&B. DRIPEDGE OVER 2"— SUB FASCIA W/ ALUM. FASCIA & VINYL SOFFIT 12" ACCORETTE STUCCO ON DENSE GLASS ON "TYVEK" COX ON 2" X 4' WOOD S 16" O.C. W/ R-11 INSUL. HUGHES EHS18 OR SIMPSON MIS18 EVERY STUD NAIL 12-16D CONCRETE TILE ROOF OVER 30# FELT PAPER ATTACHED TO k," CDX PLYWOOD NAIL SD 4" ON SEAM, 6" IN FIELD ON ENGINEERED TRUSSES 24" O.C. 12" ROOF 3" SLOPE R_19 BAIT. TOP PLATE DBL. 2" X 4" TOP PLATES ?" DRY WALL 2"X4" SOLE PLATE P.T T & G PLYWOOD GLUE & MOLDING SCREW TO 2" X.8" WOOD JOISTS r 16" O.C. W/ R-19 INSULATION HUGHES TA22 OR SIMPSON--,,,,- ETA22 EVERY JOIST NAIL 7-16D 8" x B" x 16" #5 ROD W/ 10" BEAM BLOCK STD. HOOK �i W/ #5 CONT. ELEVATION TO BE IN II 8' ABOVE COMPLIANCE WITH II M.H.T. FLOOD STAGE RULES OF D.N.R. 0 8" x 8" x 16" - II CONC. BLOCK _ II N - _ I I ELEV. 6'-0" FINISH FLOOR GRADE � :L _ �• � /.. .; �- ------ ---- --^----- HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL I I ram,Lf �v'y � Lo Lf) rt�•I L I- fk`O qk_ LL zu- �y bL(IWI - W� H ^ F� Q J LLI Q u- C) it S=1.4 Lli Q 1 W rV11 z o �--a V1 H� Z O cc W C W x 0 � O O O C� LIJ o� aP4 �" r^^ zLL L,1 . Q W 00 DRAG il\l BY .m"W) CgECKED BY, DATE 11-25-96 SCAL- 1/4 21 =1 ' — 0" JOB NO, 96-092 SHEET SHE_TS