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HomeMy WebLinkAboutTownsend Residence 95-04000Loll h III It. I'll, 7sill WALL MTO. SMOKE DETECTOR 14 7" 01 MIS mg aS Nft oil UOV. JUNCTION BOX SWITCH c 42' AFF. 7 1111:111 tk}, p tY!,P'IvV XAVk , Vu ---------- -- Ex �015 3-WAY SWITCH c 42" AFF.■ moms Jill 1111 11 , A F If I R Rl- ill mi I all OWN ALL MTD. BRACKET 72" AFF -W END 4 In q T499'A 11 344 TOTAL 1292 3' wc pl lid ZI ;2 0 04 Pf' 5E DPAWM APE MTRUlfrTS Of SHJ Al T AS SLICH TW.y PE-M THE Ck P,(-ALRT fl. maim w 110-, 70 ji (OM. AL7.Urj,, e)o III WHOLE OR ?" 5AR r M RI W, THE Wk7m WIN lrq(--v OF ROIMT r. i 0�," fjl !EN roUSED �FIIA,� T}AM • e%� T.,� 2c r" ,fi ✓ Fk' ",yam Iv �,• 1 ,,z', alT .tt+' s z'. p�t i 4 r iff 11111111111L, is IRS", xy �; k,ns � gym. ■��■■�r■■��r�■■ter■■■■r■e� 11■rl■■■1■rl■■■Ir■ ■■Ir■■■■1■■■■I °y n��� ■r■■■�r■■■�r■■�ir■■■■�r■■■i �F wG d..,�c'S ;$ 1 u. r i � � �"�Ry' fk''sS S'Ls�§ � 1pR3 � �. ■�■ ■■■ f4�t5 ' ■■O ONE Ily I.■■ d f „��w s4. ,, � e � �i x n �,_ ■■■ rs J e t a^ I Y. 91 .t■■■■i��■r1�1.1Yd1�■■rl■I■■■��■■i��■i f , ■■r■■■■r■ee■ r■ee■r■■e■r■■e■r■e■■r 1■Irk■■■Ir■■■�Iro■■olmmm§NIr■■■■Ir■■■�11, B� 111111111� ,v S� h insurance, 15. All lumber in contact with concrete or masonry Shall be pressure treated. 6. All material Y shall be new papnd quality specified. Substitutions shall be g g q allowed only with prior approval. 16. Roof 5heathin to be nailed with IOd common or gun nails or equal 6 o.c. il�•E+F in zones I r 2 and 4' o.c. E+F in zone 3. 7. Goordinate all work with manufacturer's installation in5truction5 and catalog cuts. 17, Unle55 otherwise noted for exterior walls, plywood Sheathing and interior drywall is -to be nailed with IOd common or gun nails or better at 6' o.c, edge-,' 8. Wood frame bearing wag to be'anchored to`the concrete 51ab with 5/8' 8' o.c. field or Screwed with drywall Screws 1.5' long and 0.131' diameter. t 'Sleeved' bolt,, 6' long or 5/6' 'J' bolt,, with minimum of 4' enbedment into ,,lab w 16' on center maximum. (maximum (o' from all corners) ME 4 M "'SS �+k `��' to rl Ai, Vp li I JN Mkt IIIII ■■■■■ INt Hsoon -- ill(. e T i St d 4 .a a p :may r ipp i a v 4Y' x .3 d w � AM �x I y e i z; 5 ��ry�•+A b A N� LIN yv sb v s rid."�hy+ib ■■ter■�■■r■■■�r■■�■ ■■■■r■■■EN■■ j � r ■■■Irk■■■Irk■■■Ir■■■■1 ■■■■Ir■■■■1■Ilr■ i■ir■■■■n■■■rr■■■■r ■■■■n■■■■rr■■� ■■■1■■■■■1■■■■■Ir■■■■1■■■■Ir1■■■■Ir■■■■Ir■■■■1■■■■■I �`J+hii i'k JA V A A nAT. 'CI Bi rr 6 Department of Community Affairs SN: 5048 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 680A-93 Residential Whole Building Performance Method A CENTRAL PROJECT NAME: QdILDER: Dennis Withero w*A%�m� AND ADDRESS: Windmill Village ;PERMITTING |CLIMATE !OFFICE: St, Lucie Co|Z8NE: 41~1 51.1 6|_1 OWNER: Townsend 'PERMIT NO. !JURISDICTION N8"661080 CK 1" New construction or addition 1^ Single family detached or Multifamily attached 3" If Multifamily~No" of units 4" If Multifamily, is this a worst case (yes/no) `. 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" Noodv raised (R-value, area ) 10^Net Wall type area and insulation: a^ Exterior: 2^ Wood frame (Insulation 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: 15.Hot water system: i. New Construction _�~~ 2" Single -Family 3^ 0 4^ ___~ 5^ 893"80 6^ 1"00 ~_-~ 7" 6"00 Single Pane Double Pane 8a. 0"0sgft 0"00sqft ^��~ Ob. 0,0sqft 248.20sqft 9b"R=19.00 v 893"00 sqft R-value) 10a-2 R=11"00, 744"00sqft_--_ 16,Hot Water Credits: <HR~Heat Recovery, DHP-Dedicated Heat Pump) 17^Infiltration practice: 1, 2 or 3 18"HVAC Credits (CF-Ceiling Fanv CV -Cross vent, HF-Whole house fan, RB-Attic radiant barriery MI-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- lation are in compliance with the horida Energy Code. PREPARED 8Y:4 DATE: I hereby certify that this building is in compliance with the Florida Energy Code" OWNER/AGFNT:__�_�_�_____^�_____�___�__ DATE:�__________^______,^___~^����_�^~�� 11a.R=30= , , 893"00sqft 12a. R= 6"00 , uncond .._~ 13^ Type: Central A/C EER: 12^00 14. Type: Strip Heat COP: 1^00 ~^~__ 15. Type: Electric EF: 0"94 16. 17^ 2 18" CF 19" 99"21 19a, 15387"15 19b" 15509"98 ~ __ 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 SectioP 553"908F^S^ BUILDING OFFICIAL: DATE: §F##!F######•%••!F•N•#%##%########•iF####pF#)t####M############K•3h#%##!F####1F#####9E#######4F#1F SUMMER CALCULATIONS _ . BASF: _-_ 1 --- AS -BUILT GLASS-- ...__...___.-----____-_. ; ORIL'-"::N AREA x H SPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF = POINTS N 64.10 82.2 5269.0 1 DBL TINT N 24.0 43.5 .93 970.9 1 DHI._ TINT" N 20.0 43.5 .93 eog. i 1 DL-si_ TINT N 13.0 4.3.' .90 509b 1 DBL 'TINT N 7.1 43.5 .98 271,4 E 67. 6i i 32.2 5556.7 . DBL TINT E 11.6 87.3 .52 526.6 1 DBL TINT E: 16.2 87.3 .58 820.3 1 DBL TINT E. 16.2 87. .58 820.3 1 DIAL TINT E 11.6 87.3 .52 526.6 1 DBL. TINT E 12.0 87.3 .52 544.8 S 96.00 82.2 7691.2 1 DFA_ TINT" S 24.0 78.8 .85 160:3.3 1 DBL. TINT S 36.0 78.6 .90 2543.7 DBL TINT S 16.0 78.8 .90 2543.7 W 20.50 82.2 1685.1 1 DBL TINT W 7.1 87.3 .87 536.5 1 DBL TINT W 6.7 87.3 .90 529.0 1 DBL. TINT W 6.7 87.3 .90 529.0 _-___.---..___ --_____-._._..._,_.._-__- .15 x COND. FLOOR / _-__-__-------_------_.-.-._--...._----. TOTAL GLASS = ADJ. _._.. x GLASS ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS _.__-_-__-.._--__-.---__-.-__-_---_.---_-___.--__-_ .0 893.00 248.20 --.-.___.-._ ----__.-------.._._...--__.._.--___ .540 20,402.04 11,010.69 1 14,0S4.70 NON GLASS ------------ I AREA x BSPM -------------------------------------------------------------------------------- = POINTS 1 TYPE '. R--VALUE AREA x. SPM ==' POINTS WALLS._.•,:::.------------- Ext 744.0 1.0 744.0 1 Ext Wood Frame 11.0 744.0 1..90 1413.6 DOORS•-- .:r...-.-.-__.-____---__-_ Ext : i).() 4.8 96.0 1 Ext Insulated 20.0 4.80 96.0 CEILINt3..__._._--...__.___......_._._. UA E,93.0 .6 535.8 Under Attic 30.0 893.0 .60 535.8 FLOORS-•;:::.............. 1 Rsd P53.0 3.4 -3063.0 1 Rsd Wood (Stem--UFI 19.0 893.0 -1.80 --1607.4 INFILTRATION ---------._____ 1 993..0 10.9 9733.7 1 Practice #2 893.0 10.90 9733.7 -1 TOTAL. SUMMER POINTS 191057.20 24,256.40 TOTAL x SYSTEM -• COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS 19j057,20 .37 7,051.16 1 24,256.40 100 1. 070 .280 6924901 .860 # # itl• K• # H-# i4• !F # # #• # •%•!E •DF # # # # # #• # # # #.IF.M..y}.p..y(..K..9Fi4 # # # #.lf.�.➢F,IFi(..p..M# d4#.p. Nr # •M• # # # •X.�..�.� # # # # 1k%• 34 # •%• # •#•iE• •l@ •%• # %• •D'r # # M WINTER CALCULATIONS x•## � ###### z••sr x #•x•####•u•####### or or########### of##•�• u•#######•w## m#.,�#### tt#•#.�..K.############ _-= EASE _-_ -_= AS -BUILT GLASS ---.. _._.._.._-_-_..-__-_..--- ORIEN ------------------------------------------------------------------------------- AREA x BWPM = POINTS 1 TYPE SC ORIEN AREA x WPM r. WOF = POINTS N 64.10 -3.4 -217.9 1 DBL TINT N 24.0 6.1 1.06 154.7 1 DBL TINT N 20.0 6.1 1.06 128.9 1 DBL TINT N 13.0 6.1 1.08 85.6 1 DBL TINT N 7.1 6.1 1.10 47.7 `E 67.60 3.4 --229.8 1 DBL. TINT E 1.1.6 --3.6 -.26 10.9 1 DBL TINT E 16.2 -3.6 -.0.3 1.7 1 DBL. TINT E 1.6.2 3.6 -•.03 1.7 1 DBL TINT E 11.6 -3.6 -.26 10.9 1 DBL TINT E 12.0 -3.6 -.26 11..2 S 96.00 •-3.4 -3:26.4 1 DBL TINT S 24.0 -11.0 .92 --244.1. 1 DBL.. TINT S 36.0 -11.0 .95 -377.5 1 DBL. TINT S 36.0 -11.0 .95 --377.5 W 20.50 -3.4 -69.7 1 DBL TINT W 7.1 3.6 .70 -•17.8 1 DBL TINT W 6.7 -3.6 .78 --18.9 1 DBL TINT W 6.7 -_3.6 .78 -1.8.9 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINT'S 1 POINTS .15 893.00 248.20 .540-843.88 --455.43 1 --601.41 NON GLASS ---------._._..._- AREA x BWPM = POINTS 1 TYPE R--VALUE AREA x WPM = POINTS WALLS ---------------- 1 Ext 744.0 1.1 818.4 1 Ext Wood Frame 11.0 744.0 2,00 1.4.88.0 DOORS ------•------•-•---...---- ; Ext 20.0 5.1 102.0 1 Ext Insulated 20.0 5.10 102.0 CEILINGS -•---- -- _.. - --_.._._._ 1 UA 893.0 .6 535.8 1 Under Attic 30.0 893.0 .60 535.8 FLOORS -•----•-----•----•--- 1 Rsd 893.0 -.2 -178.6 1 Rsd Wood {Stem-UFI 19.0 893.0 .30 267.9 INFILTRATION---------- 1 893.0 4.1 ::3661..3 1 Practice #2 893.0 4.10 3661..3 TOTAL- WINTER POINTS - - -x 4,403.47 1 5,453.59 ._. TOTAL SYSTEM HEATING 1 TOTAL..-- x CAP x DUCT -x SYSTEM -x CREDIT :--HEATING WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS 4,4%.47 1.10 4,931.e2 __.._-.._._.-.._._......-----....-------•--._._ 1 5,453.59 1.00 1.070 1.000 --...-.._.-.........---_.-...--..... 1.000 5,035.34 ==== BASE === -------------------- NUM OF .: MULT -• TOTAL-. 1 BEDRMS I ------------------------------ 1 3527.0 3,527.00 li, ------------------- WATER HEATING AS —BUILT �• :_ YUL.UI m mr I HNN N nuo I x ummuA l •- I U I HL. RATIO MULT 40 .94 1.000 302. 0 1.00 3,302.0.) SUMMARY �•##�x��#•>F��•>F�•afar•�##�����*��•oa���•����.p*.� �at��.%..���#�**�a�a.�*aa�r-���#��.���*#�..�.�.�.�..p..�.�.�.,t..�..�..tt� - - ---.- }.SASE AS —BUILT .^=a.=•a::::,r:^:o::=::::xc:o r.=:c=e =o =c=:= c.^. �.: po::=m=•=•_ =:co:o vo==r: ca cc:.a _e:::: _-=:-. c:».-e=^_=:�sor.. ceo=e .-c-c1.-s:-c-. �:::x::::erx�.:e::: COOLING HEATING HOT WATER TOTAL 1 C13OLING HEATING HOT WATER TOTAL.. POINTS + POINTS + POINTS == � POINTS 1 POINTS + POINTS + POINTS == POINTS --__--_--- - -----------------.----_---•-----------------•----------------.-.--- 7051.2 4931.5 3527.0 15,509.9E 1 6249.8 5835.3 .3302.0 15,307.15 9c a'E*�#� �#at••��t�*��* EPI 99.21 # ENERGY GUIDE. For detailed information of the EPI rating number' or for any ITEM listed, ask your Builder for EPI= 99.:2. DCA'`Form 60OA•-93 or Form 60OD-93 0 10 20 30 40�0 60 70 80 90 100 ...__._---.-._._-..__ ---- -----___.-_-..-.-------._._._--X_ ; -The maximum allowable EPI is 100. The lower the EPI themore efficient the home RESIDENTIAL. ENERGY PERFORMANCE RATING SHEET ITEM HOME_ VALUE', Low Efficiency High Efficiency SINGL- CLR DELL TINT' WINDOWS ..................... Double Tint ;-------------------- xi t INSUL.ATION.................. Ceiling R-Value......... 30.0;-------------------- 1 Wall R-Value......... 11.0 Floor R--Value......... 19.0 AIR CONDITIONER......... FER....................... 12.0 HEATING SYSTEM R -0 R--7 -------------------- X R-0 R-19 9.7 EER 16.0 ------- ------------- ' 2.50 COP 4.19 Electric: COP ............. 1.0 ;X-------------------- ; WATER HEATER ... ....... i �. SS 0.96 Electric EF.............. 0.94 1--------------- X----- ! 0.54 0.90 Gas E F.............. 0.00 ;--------------------- ; 0. 40 0.80 Solar EF OTHER FEATURES .............. I certify that these energy 'saving features required for the Florida Energy Code have been installed in this house. Builder Addr@jsa Signature: Date: _- C i t. y f Z i Florida Energy Code for wilding Construction - 199'': Florida Department of Community Affairs e FL--EPL- CARIi`:y'' ST. LUCIE COUNTY 3 DEPARTMENT OF COMMUNITY DEVELOPMENT • 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. 34982-5652 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 s applications for building permit involving 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 ap ply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further n assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME O EaJ '.ONLY STREET ADDRESS PR NUMBER PERMIT NUMBER 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 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. a DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the SPI)MIxiate box) 1. BUILDING CODE EDITION USED (YEAR) `� SBCCI ASCE 7.88 OTHER (SPECiFn _ 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED _ Z PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: _ FT 4. WIND SPEED USED IN BUILDING DESIGN. &® MPH d. WIND EXPOSURE CLASSIFICATION (REFER To ExvosurtE TABUS IN MAIMING CODE IDmnFIED IN UNE #I): C 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: _ .37 PSF 8. IMPORTANCEYUSE FACTOR (OBTAIN FROM BWLDING cooe): r 9. •�t LOADS: FLOOR SS PSF ROOFIDEAD: 17 PSF ROOF/LIVE: 3 O PSF 10. ` — WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK oW YES / NO If NO. why? (attach explanation) 11. IS A CONTINUOUS LOAD PATH PROVIDED (cNEcK oW YES L-' NO If NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES °� NO 11 NO, why? (attach explanation) 13. MINIMUM SOIL BEARING PRESSURE: 2500 PSF AS WITNESSED RY ,N1Y- ,.SEAL, . I HEREBY CERTIFY THAT THE INFORMATION INCL'; �O r�PIIT CERTIFICAT ON _liS-TRUE AkD' CORRECTTO THE BEST OF MY KNOWLEDGE AND BELIE.' �J O E o ''' NO.46544 NAME: °r , CERTIFICATION NO: 4 �o S 4 STATE OF '9I. HERE) DESIGN FIRM: DATE: �ORtOP .; t ' • RED EN BOARD OF COUNTY COMMISSIONERS DEVELOPMENT DIRECTOR I M P O R T A N.T ST. LUCIE COUNTY FLOOD HAZARD NOTICE BUILDING PERMIT # 95404000 CONTRACTOR OWNER THIS NOTICE HAZARD ZONE. William R Umbach Jean F Townsend N O T I C E TERRY L. VIRTA IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD THIS MEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 81 FEET, NGVD (MEAN SEA LEVEL), OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO -CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB �. INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI— STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION'OF THE ST. LUCIE COUNTY ' COMMUNITY DEVELOPMENT DEPARTMENT.' VIOLATION OF THE REQUIREMENT .WILL RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD. THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH'DAY THE VIOLATION CONTINUES. A FINE OF NOT TO EXCEED $500.00 PER DAY MAY'' BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAY BE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION SHOULD TAKE PLACE,, NOR WILL ANY INSPECTIONS BE MADE UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIVED AND APPROVED. SIGNATURE -7 9� DATE HAVERT L. FENN. Disrricr No. 1 • JUDY CULPEPPER. District No. 2 • JACK KRIEGER. District No. J • R. DALE TREFELNER. District No. 4 • JIM MINIX District No. 5 County Administrotor — WELDON BE LEWIS 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Director: (407) 468-1590 0 Building: (407) 468-1553 0 Planning: (407) 468-1576 Zoning: (407) 468-1553 0 Code Enforcement: (407) 468-1571 M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 0 qG0 6 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM tThis ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requireme t.m isused 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. p SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER JEAN F. TOWNSEND STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) Lot 52, Block A, Windmill Village By The Sea—AKA.Lot 53, Replat of Windmill Village By The Sea CITY STATE ZIP CODE Jensen Beach Florida 34957 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide 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 1 8' 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): N 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: I I I I 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 7 . 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 I l l l 19a.M 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 I I I I I I .❑ 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 W . U 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 U LLl 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: © 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 7], 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 X❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: ® 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: I I I I I.L_I feet NGVD (or other FIRM datum -see Section'B, Item 7). SECTION D COMMUNITY INFORMATION 1. If 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'-- floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I ' feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 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, 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, Z enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not a included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. a 1 certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Sea]) George M. Aylor, Jr. 4015 TITLE COMPANY NAME RegisterA Land Surveyor AYLOR, INC. ADDRESS CITY STATE ZIP 4933 S.E Pine Knoll Way Stuart Florida 34997 SIGNATURE DATE PHONE 8-29-95 287-0664 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V' ZONES ZONES ZONES ZONES ZONES ' REFERENCE REFERENCE BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION �j:14Ac=si`'i8; :`41:ii�•v:..?..,:. �:�:'': •y.L�. .: ::::•• •i t `:.'•i`yi:; ;:::: i' ii,.,; •:. _�.:. BASE •ADJACENT •:'••'�j':'4 REFERENCE .•••• BASE FLOOD FLOOD GRADE :I;�i,,? LEVEL ELEVATION ELEVATION REFERENCE ADJACENT LEVEL GRADE �: 'fir::;i.;.:=.`•i::.:i.i :::i i:, ;: �i: ADJACENT:.: :%?.'+: r :::• r.}::•Sr;'.::.•r:; y:�:•i:; GRADE '. 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 ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FILLED LANDS AFFIDAVIT I� the undersigned', am the owner of the following described property, OAS Sou' Z. for which I have. applied to St. Lucie County for a Final Development Permit. - in accepting this Final Development Permit, BP Number q5- MO 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 my property which will not adversely. affect the immediate- _ community. J f4A( i D wtirSCi-i �,/DTI 9� 1 ram? -mac 7 �s^ Property Owner Date roperty Owner Vatee (Print) (Signature) ACKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF M AU I N UORNND S WED before me this tay o 1� &4- Signature of Notary Print Name of Notary Notary Public Title Commission Number tia's?so ., HEATHER 9ADUFSKI rys; G My COMMISSION # Cc 2WH2 wiP!ES; Mly 11,1W %'li,go, ,°: • Bonded Thru Nct.w Pedik Undliffl lS �. LEGAL DESCRIPTION._.: NOTE:PROPOSED MI ISHED LOT 52 BLOCK A �WI;"ILL VILLAGE BY THE SEA UNIT NO. 1 :F�_OOR_ELEV.TO E 8.00' G.V._D. - ?SLAT BOOK 15 PAGES 13-13A 'SAINT LUCIE COUNTY, FLORIDA ;1 tIKA LOT 53 REPLAT OF WINDMILL VILLAGE BY THE SEA S 89056'22" W(P) 4.7' EAST REV 4.6' 30.00 (P) 30.96'(REV N 00030'15" W(REV) N 00003'38" W(P) v� 80.00'(REV) 60.00'(P) 0.8' TIE 8.8' €C f EXISTING RESIDENCE LOT 5j NO OVERHANG BLOCK A SHEET 1 OF 1 o N 00003'38" W(P) "' SOUTH(REV) 69.90'(REV) 50.00'(P) ___:�-20'.BUFFER & UTILITY EASEMENT 21.5' 0.5' _ LOT 5jj 1 I'7.5' IBLOCK A PROPOSED I EXISTING RESIDENCE RESIDENCE of 1.0' OVERHANG 5.4'• LOT 51L 0.67BLOCK A TIE •=FND. #5 REBAR PROPOSED 8' X 18' x'Zi� �`dPROPOSED & CAP #LB4286 ( �PORCH PARKING AREA Q 7.5 8.31; 4'�.n 77/,7771 EASTIREV) N 89 56' 22" E (REV) A=00043'17" R=55.00' A=0.69' 5.0' rPARKING AREq` `'� lata44lpn.... •— ' asphalt pavement , COMMON USE 4.83' X y4.83' 4.82' 25' PRIVATE R/W-OPEN BENCHMARK=PAINTED RED "X" ELEV.=4.83' N..V.D. 8.1' 5.6' S 24043'21" E(P) S 24038'28" W(REV) 16.79'(REV) 16.59'(P) 4.8' (REV) (P) 4=25°00' 49°c=24046' 59" R=55.00' R=55.00' A=24.01' A=23.79' a 0 SETBACKS, LOCATIONS & CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACTOR PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY ❑ = ELEV. ARE ASSUMED ELEV. ARE N.G.V.D.,1929 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 = CENTERLINE FND. = FOUND BLVD. = BOULEVARD ST. = STREET AVE. = AVENUE DR. = DRIVE RD. = ROAD LA. = LANE CIR. = CIRCLE N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SQ. = SQUARE FT. = FEET F.F: = FINISHED FLOOR # = NUMBER N = NORTH $ = SOUTH E'= EAST W = WEST ' = DEGREES ' = MINUTES OR FEET " = SECONDS OR INCHES R/W = RIGHT OF WAY RAD. = RADIAL ASP. = ASPHALT P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT P.P. = POWER POLE 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 0FEAST ( REV.) FOR THE NORTH RNV LINE OF COMMONUSE , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR ACCORDANCE WITH THE DESCRIPTION FURNISHED BY EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL DENNIS WITHEROW STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS FLOFiIDA STATUTES. REPRODUCTION IN ANY FORM IS PROHIBITED. OFFICE 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 ADE UNDER MY SUPERVISION AND DIRECTION, AND,THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND AT THERE ARE NO APPARENT ABOVE GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FEN INSTALLATION, SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REVERIFICATION OF PROPERTY CORNERS. 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' JOB NO. 7908-95 AYLOR, INC. CHECKED BY DRAWN BY GMA =IELD BK. NO. LAND SURVEYING 4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - MAILING ADDRESS REFERENCES :IELD WORK DATE 5-24-95 2201 S.E. INDIAN STREET, UNIT H-19, STUART, FLORIDA 34997 — (OFFICE) FLOOD ZONE "AE" )ATE 6-5-95 TELEPHONE (407) 287-06M