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HomeMy WebLinkAboutPAPERWORKi Department of Community ml'Talr5 r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ,FORM-•60OA-93 Residential Whole Building Performance Method A PROJECT NAME: CUSTOM :BUILDER: SN: blly SOUTH AND ADDRESS: LAPI RESIDENCE :PERMITTING :CLIMATE j LOT"- 10 II :OFFICE: ' :ZONE: 7:_: 8:_: 9: + OWNER: ti :PERMIT NO. :JURISDICTION NO. 1. New construction or addition i.2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. if Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear lass 'b. Tint, film or solar screen 9. Floor type and insulation: i b. Wood, ,raised (,R-value, area ) C 10.Net Wall' type area and insulation: 1. New Construction _ 2. Single -Family _ 3. 0 _ 4. _ 5. 1024.00 _ 6. 0.20 _ 7. 0.00 _ Single Pane Double Pane 8a.114.Osgft 7.00sgft _ 8b. O.Osgft O.00sgft _ 9b.R=11.00 , 1024.00 sgft CK a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 1113.00sgft_ 11.Ceiling'type area and insulation: a. Under attic (Insulation R-value) 12'.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system %4.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltr tion practice: 1, 2 or 3 18.HVAC Ctits (CF-Ceiling Fan, CV -Cross vent, N-Whole,. house fan, RB-Attic radiant barrier, MZ=Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points -------------------------------------- I Hereby certify that the plans and ,specifications covered by this calcu- latibn arelin compliance with the a Florida Energy Code. PREPARED B : DATE: 0 I hereby certify that this building is i n with-the Florida Energy -de. II' t: tiv TE: 11a.R=30.00 , 1024.00sgft 12a. R= 6.00 , uncond 13. Type: Central. A/C SEER: 12.00 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.90 16. 17. 2 18. 19. 99.78 19a. 20094.68 19b. 20138.61 -------------------------------------- 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 OFFICIAL: DATE: Kk iNKILTRATION REDUCIION PRACTICE COMPLIANCE CHECKLIST �* COMPONENTS - -SECTION__ REQUIREMENTS -FOR vEACH -PRACTICE CHECK PRACTICE #11------606.1 INFILTRATION PRESCRIPTIVES. ------------s t, Window 606.1 --COMPLY-WITH-ALL -------------------------------------- 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 #2I 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -----------J-------------------------------------------------------------------- Exterior Walls 606.1 Top plate penetrations 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. -----------1------------------------------------------------------------------- exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. -----------=------=------------------------------------------------------------ Combustion 606.1 Combustion space and water heating systems provided 1 Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE 4-------------------------------------------------------------------- MEASURES (must be met or exceeded by all residences.)* ----------- Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or 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 - Ions per minute at 80 PSIG. ------------------------------------------------------------------------------- i Air Distribution 610.1 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 l closet. ------------------------------------------------------------ HVAC Contro s 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 R-11. i SUMMER CALCULATIONS --= BASE _-= -------------------- i -_= AS -BUILT GLASS ---------------- ORIEN AREA x B,SPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- NE 7.00, 109.7 767.9 DBL CLR NE 7.0 88.0 .98 601.3 E 36.00: 109.7 4168.6 i SGL CLR E 38.0 136.3 .99 5125.4 SW 12.00 109.7 1316.4 i SGL CLR SW 12.0 146.2 .99 1738.2 W 64.00 109.7 7020.8 i SGL CLR W 64.0 136.3 .99 8619.4 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS i GLASS AR A AREA FACTOR POINTS POINTS i POINTS -----------I ----------------------------------------------------------------- 15 1,024�00 1.269 13,273.70 16,849.92 i 16,064.29 ----121_00--- NON GLASS -- --------- AREA x BSPM = POINTS i TYPE R--VALUE AREA x SPM = POINTS -------------------------------------------------------------------------------- WALLS---------------- Ext 1113.0 1.6 1780.8 ; Ext Wood Frame 11.0 1113.0 2.70 3005.1 DOORS ---------------- Ext 24.0 6.4 153.6 CEILINGS --- I--------- UA 1024.OI .8 819.2 FLOORS --------------- wRsd 1024.0 -2.2-2211.8 Ext Wood 24.0 9.40 225.6 Under Attic 30.0 1024.0 .80 819.2 Rsd Wood Adjacent 11.0 1024.0 1.00 1024.0 INFILTRATION--------- i 14.7 15052.8 i Practice #2 1024.0 14.70 15052.8 -----1024_OI- ------------------------- TOTAL SUMMER POINTS i 32,444.48 3 6,210.99 TOTAL x SYSTEM = COOLING i TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ---------------------- 7-------------------------------------------------------- 32,444.48 .37 12,004.46 ; 36,210.99 1.00 1.070 .280 1.000 10,848.81 *a:%K*%ii%K�:WWx:*W%K�:W:i:%Kx:%kW:K***%�=�:WWW�:x:.w�:**%K.�W*�:x:.x'-�:isy:�:%�:%�:%r-:�%r.*h:�:xx:x:�:�:%�:%K�:�:x-•a::{:�:%r.�:a,%rx:.{:*�:*�:W�: WINTER CALCULATIONS BASE __= =-= AS -BUILT GLASS ------=--------- i _ ORIEN AREAIx BWPM = POINTS ; TYPE- SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------ NE 7.00 -.4 -2.8 i DBL CLR NE 7.0 1.4 1.04 10.2 E 38.00 -.4 -15.2 SGL CLR E 38.0 .l 1.22 4.6 SW 12.00 -.4 -4.8 i SGL CLR SW 12.0 -2.1 .98 -24.8 W 64.00 -.4 -25.6 i SGL CLR W 64.0 .1 1.25 8.0 ------------------------------------------------=------------------------------ 15 x COND.�FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AR A AREA FACTOR POINTS POINTS ; POINTS ----------- ------------------------------------------------------------------- .15 1,024100-------121_00 1.269 -48.40 -61.44 ; -2.00 NON GLASS------------ i AREA 'x BWPM = - ------------------------------------------------------------------------------ POINTS ; TYPE R-VALUE AREA x WPM = POINTS I WALLS ------------ ---- Ext 1113.0 .3 333.9 DOORS ---------------- Ext 24.0 1.8 43.2 CEILINGS -------------- ,UA 1024.01 .1 102.4 FLOORS --------------- .Rsd 1024.0' -.3 _286.7 INFILTRATION--------- Ext Wood Frame Ext Wood Under Attic Rsd Wood Adjacent 11".0 1113.0 .60 667.8 24.0 2.80 67.2 30.0 1024.0 .10 102.4 11.0 1024.0 .50 512.0 __---1024_0j- 1.2 1228.8 ; Practice #2 1024.0 1.20 1228.8 TOTAL WINTER POINTS ,1,360.14 ; 2,576.20 - TOTAL x SYSTEM = HEATING ------------------------------------ i TOTAL- x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 1,360.14 1.10 1,496.15 i 2,576.20 1.00 1.070 1.000 1.000 2,756.54 L-===____ i A.F %hT n..b m-h m •bn:m T,h.h.h x; A�%h T%hTTT,h,P.h m.b A: X-•h -0•T mmm:f-d-.t, m m.n... n. m .r a. n..n m,l.,t•,n.P m.n T n.,r n.,n a. ,n.n.n a, n, n.T n,m m,e, n, mq,.b n- ! WATER HEATING BASE __= i =_= AS -BUILT =_- --------------------------- ---- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS - RATIO MULT ------------------------------------------------------------------------------ 2 3319.0 6,638.00 t 50 .90 1.000 3244.7 1.00 6,489.33 SUMMARY BASE ___ ------------------AS_BUILT------------- COOLING HEATING HOT WATER TOTAL i COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS POINTS ----------- 7------------------------------------------------------------------- 12004.5 1496.2 6638.0 20,138.61 i 10848.8 2756.5 6489.3 20,094.68 i x<x<x<x:xcx:xcxcx:x:x:***x:x:x: I• =K EPI = 99.78 x; i I tIVtRCiY GU1Ut !.For detai,led information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.8 DCA Form 600A-93 ' or Form 600E-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------- X- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE 1 WINDOWS .....................Single Clear (.INSULATION .................. Ceiling R-Value......... 30.0 I Wall R-Value......... 11.0 Floor R-Value......... 11.0 AIR CONDITIONER ............. SEER ...................... 12.0 'HEATING SYSTEM .............. Electric COP ............. 1.0 WATER HEATER.( ............... I i Electric EF.............. 0.90 Gas EF.............. 0.00 :Solar EF.............. Low Efficiency SINGL CLR X----- High Efficiency DBL TINT R-10 R-30 --------------------X R-0 R-7 --------------------Xi R-O R-19 ----------- X--------- 10.0 SEER 17.0 '----- X--------------- 2.50 COP 4.19 X-------------------- 0.88 0.96 ---- X---------------- 0.54 0.90 0.40 0.80 OTHER FEATURES .............. .............I.............. II certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder Signature: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs te: FL-EPL CARD93 I ' tIV CFfhY UUlUt For detailed information of th6 EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.8 DCA Form 60OA-93 or Form 60OB-93, 0 10 20 30 40 50 60 70 80 90 100 i --------------------------------------X- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET 1 ITEM HOME VALUE WINDOWS.....(................Single Clear INSULATION .................. Ceiling R-Value......... 30.0 C Wall R-Value......... 11.0 Floor R-Value......... 11.0 Low Efficiency High Efficiency SINGL CLR DBL TINT X-------------------- R-10 R-30 --------------------Xi R-0 R-7 '-------------------- X, R-0 R-19 ----------- X--------- JAIR CONDITIONER ............. 10.0 SEER ;. SEER ...................... 12.0 i----- X---------- ---17.0 HEATING SYSTEM— ..... 2.50 COP 4.19 Electric COP ............. 1.0 :X -------------------- iWATER HEATER.( ............... 0.88 0.96 Electric EF.............. 0.90 ;---- X---------------- 0.54 0.90 Gas EF.............. 0.00 ;--------------------- 0.40 0.80 Solar EF.............. ;--------------------- OTHER FEATURES ............... I i........................... I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs te: FL-EPL CARD93 I l', 1 RESIDENTIAL COOLING & HEATING LOAD ACCA - MANUAL "J" I' PROJECT:LAPI RESIDENCE MODEL: CUSTOM ------------------------------------------------------------------ O.A. TEMP GRAINS DESIGN TEMP DIFF: 16 INDOOR: 75 73 AIR CHANGES: 0.3 OUTDOOR: 91 128 GLASS TYPE: DELTA: 16 55 --SYSTEM #1-- --SYSTEM #2--- CEIL FLOOR CEIL FLOOR HEIGHT AREA HEIGHT ------ AREA ------ �COOLING LOAD: ------ 10 ------ 1,024 1 SHADED --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- WINDOW AREA HTM [SQ FT] [BTUH]. ------ [SQ FT] ------ [BTUH] ------ [SO FT] ------ [BTUH] ------ -------- N TINT ---- 0% ------ 20 ------ 0 0 0 0 NE TINT 0% 43 7 301 7 301 0 E TINT 0% 61 38 2,318 38 2,318 0 SE TINT 0% 53 0 0 0 0 S TINT 0% 32 0 0 0 0 SW TINT 0% 53 12 636 12 636 0 W TINT 0% 61 64 3,904 64 3,904 0 NW TINT i 0% 43 0 0 0 0 N CLEAR 0% 27 0 0 0 0 NE CLEAR 0% 60 0 0 0 0 E CLEAR 0% 85 0 0 0 0 SE CLEAR 0% 74 0 0 0 0 S CLEAR 0% 44 0 0 0 0 SW CLEAR 1 0% 74 0 0 0 0 W CLEAR 0% 85 0 0 0 0 NW CLEAR 0% 60 0 0 0 0 N BLINDS 0% 16 0 0 0 0 E BLINDS 0% 46 0 0 0 0 S BLINDS 0% 25 0 0 0 0 W BLINDS 0% 46 0 0 0 0 PORCHES 0% 27 0 0 0 0 HORZi 0% 116 0 0 0 0 --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- [SO FT] [BTUH] [SQ FT] [BTUH] [SQ FT] [BTUH] ------ ------ ------ ------ ------ ------ GLASS SUBTOTAL 121 7,159 121 7,159 0 0 --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- DOOR HTM [SQ FT] [BTUH] [SQ FT] [BTUH] [SQ FT] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ SOLID WOOD 9 24 209 24 209 0 METAL 9 0 0 0 0 OUTSIDE WALL HTM [SQ FT] [BTUH] [SQ FT] [BTUH] [SO FT] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ FRAME/wR-11/D 1.70 1,113 1,892 1,113 1,892 0 BLOCK/wR-4.2 1.60 0 0 0 0 0 0 0 0 PARTITION HTM [SQ FT] [BTUH] [SO FT] [BTUH] [SO FT] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ Frame/wR-11/D 0.90 0 0 0 0 BLOCK/wR-4.2 0.50 0 0 0 0 ROOF/wCEILING HTM [SQ FT] [BTUH] [SQ FT] [BTUH] [SO FT] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ Attic/wR-19 2.10 0 0 0 0 Attic/wR-30 1.30 1,024 1,331 1,024 1,331 0 FLOOR , HTM [SO FT] [BTUH] [SQ FT] [BTUH] [SQ FT] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ Abv Garage/11 0.80 1,024 819 1,024 819 0 Slab Perimeter 0 0 0 0 MISCL. ITEM HTM [QTY] [BTUH] [QTY] [BTUH] [QTY] [BTUH] ------------- ------ ------ ------ ------ ------ ------ ------ People 300 4 1,200 4 1,200 0 Lites & Appl 0 0 1,200 1,200 0 Infl/Vent'n 17 51 887 51 887 0 0 Other 0 0 0 0 0 ------------------------ SENS BTUH SUBTOTAL 14697 20223 0 10% DUCT HEAT GAIN 1470 2022 0 ------------------------ TOTAL SENSIBLE LOAD 16166 22245 0 rl 16 DEG DT CFM REQUIRED 936 1287 0 LATENT LOAD LOAD --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- FACTOR QTY BTUH ------- QTY BTUH ------------- QTY ------ -------- BTUH ------------- ------ ------ People 230 4 920 4 920 0 0 Appliances 0 800 800 0 Infl/Vent'n 51 1,918 51 1,918 0 0 Other, 0 0 0 0 ------- LATENT BTUH SUBTOT: 3,638 -------- 3,638 ------- 0 2% DUCT LEAKAGE: -------- 963 963 -------- -------- 0 TOTAL LATENT LOAD: •I 4,601 4,601 0 SENS HEAT RATIO:----78%- ERR GRANDTOTAL COOLING LOAD: 20,767 ----83%- 26,846 0 jHEATING LOAD: --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- GLASS HTM [SQ FT] [BTUH] [SQ FT] [BTUH] [SO FT] [BTUH] GLASS 35 121 4,199 121 4,199 0 0 --ENTIRE HOUSE- --SYSTEM #1-- --SYSTEM #2--- DOOR HTM [SO FT] ------ [BTUH] ------ [SO FT] ------ [BTUH] ------ [SQ ------ FT] [BTUH] ------ ------------- SOLID WOOD ------ 14 24 331 24 331 0 0 METAL 14 0 0 0 0 0 0 OUTSIDE WALL HTM [SO FT] [BTUH] [SQ FT] [BTUH] [SQ FT] [BTUH] ------------- FRAME/wR-11/D ------ 2.70 ------ 1,113 ------ 3,005 ------ 1,113 ------ 3,005 ------ O ------ 0 BLOCK/wR-4.2 4.30 0 0 0 0 0 O 1 O O 0 0 0 0 PARTITION HTM [SO FT] [BTUH] [SO FT] [BTUH] [SQ FT] [BTUH] Frame/wR-11/D 2.70 0 0 0 0 0 0 BLOCK/wR-4.2 4.30 0 0 0 0 0 0 ROOF/wCEILING HTM [SO FT] [BTUH] [SO FT] [BTUH] [SO FT] [BTUH] ------------- Attic/wR-19 ------ 1.60 ------ 0 ------ 0 ------ 0 ------ 0 ------ 0 ------ 0 Attic/wR-30 1.00 1,024 1,024 1,024 1,024 0 0 FLOOR I HTM [SQ FT] [BTUH] [SO FT] [BTUH] [SQ FT] [BTUH] ------------- ------ Abv Garage/11 2.10 ------ 1,024 ------ 2,150 ------ 1,024 ------ 2,150 ------ 0 ------ 0 Perimeter 24.30 0 0 0 0 0 0 I INFIL & VENT HTM [CFM] ------ [BTUH] ------ [CFM] ------ [BTUH] ------ [CFM] ------ [BTUH] ------ ------------- ------ VENT 30.00 51 1,539 51 1,539 0 0 INFIL 30.00 85 2,541 85 2,541 0 0 HEATING SUBTOTAL: 14,789 14789 0 10% DUCT HEAT GAIN: 1,479 1479 0 -------- -------- -------- TOTAL HEATING LOAD: 16,268 16268 0 HEATING LOAD [KW]: 5 5 0 I � ► q63 < O.M.B. NO. 3067-0077, �q`g�Do ELEVATION CERTIFICATEExpirmMay31,1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: 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 I FOR INSURANCE COMPANY USE I OWNER'S NAME STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER DESCRIPTION (Lot and Block Numbers, etc.) POLICY NUMBER COMPANY NAIC NUMBER ITV STATE ZIP CODE Jensen Beach Florida 34957 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ovide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 120285 0311 F 8-19-91 AE 8' 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ® NGVD '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: III . —I 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 7 . 2(a)� FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation lof I 1 1 111- I$U feet NGVD (or other FIRM datum -see Section B, Item 7). (b).,FIRM Zones V1430, 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 ICJ .0 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 ❑-I . LI feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. I (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I_❑ . ❑ 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 ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: U 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 77, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevaation reference mark used appears on FIRM: ❑ Yes © No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑X actual construction ❑ construction drawings (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 construction. 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: LJ feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. It the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I_I I I I J feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Fonn 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, 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, lmay 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, I enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list,Ithe Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 11001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Sea]) George M. A lor, Jr. 4015 TITLE COMPANY NAME RegistAred Land Surveyor AYLOR, INC. ADDRE S CITY STATE ZIP 4933 VE. Pine Knoll Way Stuart Florida 34997 DATE Copies should be made of this Certificate for:1) community official, 2) Insurance agent/company, and13) building owner. COMMENTS: I I I - I ROOD ELEVAMON ON SLAB A v ZONES ZONES LEVEL I GPADE WITH BASEMENT A ON PILES, PIERS, OR COLUMNS A v The diagrams above illustrate the points at which the elevations should be measured in A 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 horizontal structural member. Page 2 I ; ST. LUCIE COUNTY 3 DEPARTMENT OF COMMUNITY DEVELOPMENT 3300 VIRGINIA AMME, ROOM 301 FORT PIERCE, FL 36903-5653 607-467-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, Tax '� NSo a,So I — .S N1 E to W. i ' Pax ID/Iagal ducdptloNaddrou) 'br which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be, adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off 1my property which will not adversely affect the immediate community. Properly Owner Properly %%J� Dele (�nQ (signowro) T'9L STATE OF FLORID& COUNTY OF l -WJ �- THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS D DAY OF 18� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (304 NOTARY PUBLIC TITLE COMMISSION NUMBER SLCCDV FORM NO.: 011-M , ST. LUCIE COUNTY J DEPARTMENT OF COMMUNITY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 2011 FT. PIERCE, FL 34982-5652 407-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification lis to be completed by the project design architect or engineer. This Certification must be submitted with all applications for bulding permit invohring 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 permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. . PROJECT NAME[ /Z6S/DEN CE +� ;.<:: OFFJC,� USB ONI:1(�! �•:< . STREET ADDRESS U 6 ' Ir PR NUMBER E'T GBS .SL A? fJ PERMIT NUMBER 5r. �vcr� el)C>ti Ft- , OCCP. TYPE CST. TYPE , CERTIFICATION STATEMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OFTHE 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 CD=Iete the appmriate tax) 1. BUILDING CODE EDITION USED rrEARI [ If SRrll ARM 7aa ..�.,�., ,....�....... 2 BUILDING DESIGN IS (CFEq( ONE) ENCLOSED t/ PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT:- 4 0 FT 4. WIND SPEED USED IN BUILDING DESIGN: 1/0 MPH 6. WIND D(POSURE CLASSIFICATION (REFER TD 870SLIRE TABLES IN BUILDING CODE IDBMRED IN LINE 61): bvA 5—mL 6. ' AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE I ZS - PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE_�� i PSF a. IMPORTANCERISE FACTOR (oBrAIN MW BULDING CDoEy. i 9. LOADS: FLOOR PSF ROOFIDEAD: / S PSF ROOFIUVE: PSF 10. WERE SH6AR'WALLS CONSIDERED FOR STRUCTURE (CrrECKONE) YES ✓ NO explanation) 1f NO, why? (attach 11. IS A CONTINUOUS LOAD PATH PROVIDED (ctEcK otE) YES ✓ NO explanation) If NO, why? (attach ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK DIE) YES NO If NO, why? (attach _ N� 1�. MINIMUM SOIL",BEARING PRESSURE: 29*0) PSF AS WITNESSED i CERTIFICATION IS I NAME: AIA'LX MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION UE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND CERTIFICATION NO: DESIGN FIRM: I DATE: 0/6.35 SHEET 1 OF *1 NOTE:PRO 8 D MINIMU4 FINISHED FLOOR EV. TO BE 8.00' N.G.V.D. i FND. NAIL INSEAWALL ME LOT 8 SECTION 2 EXISTING RESIDENCE 0.5' OVER LOT 10 SECTION 2 NETTLES ISLAND PROJECT PLAT BOOK 16 , PAGES 1, IA-lJ SAINT LUCIE COUNTY, FLORIDA INDIAN RIVER FND. NAIL IN SEAWAL' 34.64'(P&M) 5.20 LOT 9 SECTION 2 VACANT 1.0' PROPOSED 8' X PARKING AREA FND. #5 = FND. #5 RFRAR 34.64'(P&M) REBAR , N 70" 30' 00" E asphalt pavement X5.66'. x5.59' 22' PRIVATE R/W-OPEN COMMON USE 34 64'(P&M) ` 24.8' Ly1T ®10 ECTION 2 /PROPOSED RESIDENCE 3 K5.56' ELEV.-5.59' N.G.V.D. PROPOSED 8' X 18' -PARKING AREA #5 69.28'(P&M FND. NAIL IN SEAWALL L5.29' LOT 11 SECTION 2 RESIDENCE 0.5' OVERHANG FND. REBAR SETBACKS, LOCATIONS & CITY SEWER & WATER AVAILA.BILITIES TO BE VERIFIED BY CONTRACTOR XPLOT PLAN & TOPO SURVEY � BOUNDARY SURVEY ❑ - FORM BOARD SURVEY ❑ - AS -BUILT SURVEY 0 - ELEV. ARE ASSUMED X ELEV. ARE N.G.V.D., 1979 DATA LEGEND: D = DEED C = CALCULATED X - EXISTING GRADE PRO. -PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS R(R = RAILROAD CONC. = CONCRETE MON. = MONUMENT C/L = CENTERUNE FND. - FOUND BLVD. = BOULEVARD ST. = STREET AVE. = AVENUE DR. = DRNE RD. = ROAD LA. = LANE CIR. = CIRCLE N.G.V.D. —NATIONAL GEODERC VERTICAL DATUM SQ. = SQUARE FT. = FEET F.F. = FINISHED FLOOR # = NUMBER N = NORTH S = SOUTH E = EAST W = WEST ° = DEGREES ' = MINUTES OR REEF " = SECONDS OR INCHES R&% = F1IGHTOF WAY s RAD. = RADIAL ASP. - ASPHALT P.C. = POINTOFCURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OFTANGENT P.P. — POWERPOLE N&D = NAIL & DISK C.M.P = CORRUGATED METAL PIPE PG = PAGE DB = DEED BOOK PB = PLAT BOOK BLK = BLOCK CH = CHORD CB = CHORD BEARING BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 700 30' 00" E FOR THE SOUTH PROPERTY )(LINE OF LOT 10, SECTION 2 , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THATTHIS SURVEY MEETS MINIMUM TECHNICAL I. .LAPI STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, $ CH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS FLORIDA STATUTES. REPRODUCTION IN ANY FORM IS PROHIBITED. /-E FOR ACCURACY OR OMISSIONS. REBARS & CAPS ON ALL CORNERS UNLESS OTHERWISE NOTED. LB4602 #5 REBARS. THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SURVEY MADE UNDER MY SUPERVISION AND DIRECTION, AN, THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND TH THERE ARE NO APPARENT ABOVE GROUND ENbROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FENC I RELATION, SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES Wr HOUT REVERIFICATION OF PROPERTY CORNEAS. THIS SURVEY NOT VALID UNLESS SEALED GEORGE M. AYLOR, JR. WITH AN EMBOSSED SURVEYOR'S SEAL REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015 , _, SCALE 1" 20' CHECKED BY /� INC.JOBNO. AYLOR, N 7574-94 DRAWN BY GMA LAND SURVEYING FIELD BK. NO. 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 — MAILING ADDRESS REFERENCES FIELD WORK DATE 9-30-94 2201 S.E. INDIAN STREET, UNIT H-19, STUART, FLORIDA 34997— (OFFICE) FLOOD ZONE „ AE „ TELEPHONE (407) 287-06U DATE 10-3-94 REVISED-9-13-95-ADD PROPPSED RESIDENCE .. I