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HomeMy WebLinkAbout121 eden creek ln sp&fpSURVEYOR'S REPORT 1 This Survey shall not be valid unless sealed with on embossed Surveyors Seal 2 No underground improvements have been located as part of this Survey. 3 The lost field date of this Survey was: 4- 18-19. 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search of the public records was performed by this office. 5 This Survey was prepared in accordance with the Standards for the practice of Surveying & Mapping as defined in 5J-17.050-052FAC. 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the amount paid for said Survey. 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have been verified by field measurements. See map for bearing base. 8 Parcel/Lot line locations have been based on found survey control along the South Right of Way line of Eden Creek Lone. 9 LEFT BLANK. 10 The Legal Description shown hereon was provided by the client and/or his/her representatives. 11 No ownership of fence lines has been determined as part of this Survey. 12 Off set calls to found survey control are relative to the nearest property comer, intersection of lines, point of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point. 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public, and/or Private entities has not been verified as part of this Survey. 14 There is no platted Easement adjacent to the Right of Way. Therefore it appears that there is on apparent use of the property by the Florida Power & Light Co, Pad as shown hereon. 15 Elevations shown hereon (0.00) are in accordance with the north American Vertical Datum of 1988. LEGEND C - ewnaete CIE - Cawted Entry CAC - Canareb Pad .0 Au Cor,A—%nq ce - C kh Bo,in CBS - C-1. &bak st'-tun m— - Canugated 'z Cry - 0f. W Pod •ith od Ewnpment ftbtW wm FFE - coat ry 1 or- Wainn C41 yohtEferation HID -fire Hydrtnt 0A - o.emead 3fAity U. PP - P.— Po SSYH - $oatory Sara A(anholt Me - reapnam eanroun otant ea. ue - Wu - Wan Nan �Etry eex X00.00 - existing Elevations. El. - Elevation FFE - Finished Floor Elevation [06-- Proposed Finished Grade FEMA Flood Zone data shown here an is based on the visual inspection of the digital Flood Hazardous Maps provided by the Federal Emergency Management Agency (FEMA) and is limited to the accuracy of such reaps. Flood Zone: X Community #.- 120285, Panel f.313, Suffix: K, Date: 2.19.2020 LEGEND FCY - F od 4 idtanarefe Alanu f ifl _round j' Lon Pape FJPC - Found bon Pqe .;1h Cop nR - found •iron Rod nRC - fo A bon Rod •A Cap SRC - Set {5 !mn Rod this Cop 1R 7357' nPC - Foovd 112' in,,, R'pe eAh Cap . - r ,d Maq Nw - Found Yaq Na7 vith 0.}k F7VN - Fauna Naa FNn - Foand NO frith fin roe FPK -Found PX Nod FRRS - Found Ro Neil nth ie /Co - Found Aaa Rowt Spike /CO - M Pevenwnt Cuf OW FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5'6 SF-7.r2b1iZ & Well #59-3/yo7 Date: 3 9 Z-7/ Reviewer: Mr. Young and Ms. Barry Prepared By: Regina C, Kamer, PSM114363 Kamer Surveying, Inc. LB1f7357 N 00 L6 X 2 LEGAL DESCRIPTION FNDS- PCP \ Lot 12, OAKS AT INDIAN RIVER, according 1272 to the Plat thereof, as recorded in Plat \ Book 33, page(s) 10 and 10A, Public `. Records pf St Lucie County, Florida. 10 uk � cP \ \ tk rn t\\ FN�5t2g2 Est ?30p 565.,E D��O 1 N3't7 �9 Pc \ I 1 Q . 1CP fplq�rt272 '� `. 1 ! r I /f L�6g.17* `\ � ( ee7sDYt4 ' 1 / / _ � VACANt \"Deep Swale FND15 ` c Detention RC 4049 / lot 11 2.50' iW 187. 1 , S5 N53'06'5187.89* oC (M) r —� �h 6'E \\ FNRC 49 I // gC9IIt Lot �TF ;1 0.33E �/ --14jf2 �7g9j o r 0 N '► m I �o _.�—- — _LL n 1 f--- e u I I Lot R 12 R` One Story s 121 Eden Creek Lone k Lone ware Line o I Pr.Po,.d well I 14.25-1 y , 3 � I I \ \ I � proposed Concrete Drive -- /• \� �. d DD 61 \ , \ i' c 37ora9e E1' S \\ G •d v \ \6c^�N I ,A `' Ras'dedc Floor at 1b� a \ W o One o ed F'^Prcx�n+° ElePat on topOro�n Fiold I d \ L 1 suSJoat I \ \ '2 3100 �. 8,Do ita�k, 68 �� o�. •0?9 ��ja 1267, 15? �t PM01 c'ti I \ \ -Z4 N 5 6 33 E jg4 95 14) 1 F; ga 1 k' a 1� 14,32 Q 1 �(0 73 0 R) 5 k 98 t49Sr vro S � C 6 ip �,yJ iAJ ti __ 109 0 �'a 6 1 S) N_0 10.16 �p � _ PCP Fl4Ds1211 m we m k N� d� one F "�•�' �o Center, o Fa .41 L;'190 0' 9m 0PI 1),pOrO d 226i2'42" - Q ry0 ` i0 Ra<50.00' 9�G:113'0609 WALL SYMBOL LEGEND Column Schedule Mark Size and Description C-I 12" x 12' concrete column with (3) 1t5 bars vert and A3 ties at 12" o.c. CBS walls - Fill cells solid with concrete and (U 85 bar vert. at 40" o.c. for walls up to 10'-0"* high. Space 32' o.c. for walls ap to IS'-O'* For walls over 10'-0' a special Inspection is required by any licensed structural engineer to review and approve the vert. steel Installation in the footings, in the wall cavity and Into beam. 2" x 4" non -bearing stud walls - see sections. = Insulated 2' x 4" non -bearing stud wells with R-11 batts at bathrooms t between A/C and Non -A/C spaces I I + c;1 i i - iO I _ I I,_ I I L - - an 1 I - - - - - - - - - - - -- - ;r - I - L---------------d ue I 1 I - - - 1 1 i GARAGE I J f �1 ry i 1 n, laundry ___? , © Y/ r - /r X I O - PORCH © / --------- C r---T °-Y 1 ,n 6 ' n y' ' l a X---- -.. .- - L---J I - p q Plant helr 0' MASTER _ l _". . E !11 !:i L-• I•••'^- /' 12'-O' CEILINDIN[ OI _ F BATH 1 • 5'=0 Oli'-!C" �( ;. 2 =i BEDROOM #3 w TC1 BAT NI 42 _ NO----� o _ • ._ 4-c .. �:c i _.I.... 0 E E ,I I .. _ I.C. W.C. I I r----------------- I© I I © all 12'-O' Cedng h.ght .ail ng at tranuti« to I a B -. E_R MASTER tl. o - Shelf _T //• /^-- 1//,'(I II O 10'-- V ID' A.F.F. on call-- r rl - _J a ' E Was T I I O I I 1 i i 2 O I 0' - -- .. 3 "' X.- BEDROOM 1 �- I----------uv_ING--- I`' Mg n: i. 1O = n .. �i 2' L' - n-baarmg Wan F O Y 1 Plant Shelf a. 10' A.F.F. on uatl I I n I -, I: W2• a• d' � ! 3 -_.- I ( r,. IE Il7l a` 3.1 SI I ;:•I`] [,'ter 671 II.11 ILIA - 1CF!n PORCH o C-I C-1 � C-1 C-1 C-I � � :. i C-I� C-I� .•. .:. .: FLOOR PLAN TYPICAL NOTES, SCALE I/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a min. 1,500 psi Fiber bending stress. 4. No dissimilar metals to touch. S. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 6. ALL wood in contact with concrete shall be pressure treated. 1. ALL wall dimensions are nominal and not finished wall or stud dimensions. 8. ALL plumbing Fixtures to be low flow. 9. Lowest finished floor to be set by others - Surveyor to set in field. 10. Separation between residence and garage shall be per FBC R302.6 II. Door between garage and residence shall be 1-3/4"t 20 min. rated door 12. Wall and Ceiling shall have a Flame -spread classification of not greater than 200 per FBC R302.9.1 13. Wall and ceiling Finishes shall have a smoke -developed index of not greater than 4SO per FBC R302.9.2 14. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed Foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 15. Gggpsum board material shall conform to ASTM C36, C19, C415, C514, C630. C931 C960. C1002, C1041,CI111, C1118, CI218, C1395, or CI396 and shall be installed according to the following: (FBC R102.3.5) See table below for attachment 16. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, AII8.3, AI36.1 and A131.1 In. Cement, Fiber -cement or glass mat gypsum backers in accordance with ASTM C1288. C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 18. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanuing smoke developed index not to exceed 450 when tested in accordance witF ASTM E 81. Insulation shall comply with F.B.C. R316. Drywall Attachment Table FBC R102 3.5 Square Footage Breakdown Total A/C Space = 2.342 sq. ft. Covered Porch Total = 194 sq. ft. Garage = 805 so. ft. Under Roof Total = 3,911 sq. ft. TDlxcknm. L«.non Or-taUon Fran nMe nem6ar ra.cear`e� Ned ong optwny.� r« Spec ng ar taller on of deryeear± mto aad Neil. Scrawl neamem r�r^ming b 2' th cknee• Caing Perpendcular 24' T 12' 139e 1 3/8' long urth 19/41' head OR 0.098' d-eter 1 1/4' I eg n-lar-ringed « 5d coder n 1 0.080- di OR 15/8' Ion aah 9 IS/L4' heed Walls E r.. Deectron IG' g• IL' OR Ggplum board 1 O.Oa4' d,e. x 5/8' uM1h 9/32' heed. Ceiling Perpendicular 24' T 12- 13ga 1 5/8' long urth 19/64' head 0.098' d �Rtar 13/8' long se• annular-nnged « Ld cooler nail OR 0.092' Ee. I 1/8' long mth 1/4' heed Well. Either Direction IL' e• IL' DR Ggpr board 10.0915' die. x l/6' urth 19/44' head. Window Schedule Mark Size (wxl) Window Description I. (4) 3'-1' x 5'-3' SINGLE HUNG - IMPACT 2. 3'-1' x 5'-3' SINGLE HUNG - IMPACT - EGRESS 3. 2-2- x 5'-3' SINGLE HUNG - IMPACT 4. I'-0 x 3'-2' FIXED GLASS - TEMPERED 5. I'-O' x e'-O" FIXED GLASS - TEMPERED [. •1'-0- x 4-2' HORIZONTAL ROLLER - IMPACT - ALL Windows to be white ESP aluminum windows with tint. Provide muntm's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of Finished floor to be tempered unless impact rated, - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'-0' X W-O' SINGLE LITE FRENCH B 3'-0' X 8'-O' SOLID CORE - WOOD - 2 PANEL C 2'-8- X a'-O' SOLID CORE - WOOD - 2 PANEL D 2'-L• X a'-O' SOLID CORE - WOOD - 2 PANEL E 2'-4' X 8'-0' SOLID CORE - WOOD - 2 PANEL F I-L• X 8'-0' SOLID CORE - WOOD - 2 PANEL G 4'-0' X 8'-0- SOLID CORE - WOOD - L PANEL - POCKET H 4'-0' X 8'-0' SLIDING GLASS DOORS d 18'-0' X 8'-0' GARAGE DOOR K a'-O' X 8'-0' GARAGE DOOR - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans For exterior door manufacturer Information (including garage door) - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). IF escape door has glazing then it must be impact resistant NOT and shall be thru garage. This may be the same door if it meets both criteria listed above. ..- C Z3 = U Q) U ``J^^ C VJ E C Q QC w U_ C O cn U C Cc 00 C � U 2 N O 0 N � L LL CL Q Q Q cn C CD _CU -0 Cn rn I J - M 1 06 0 C0 0 Digitally signed by Daniel R. Braden Date: 2021.01.06 12:01:05-05'00' as � tl 4� It1U�10 n` U L Q IL. Q) Q U c In L r- Ln m J tl_ S U Q W In Z W to Z W W BA W U O _ (- O [n N N Q) L v Q AN N - ly u1 to ZZ �p Z W nm J Q mmz 0 IL v Z NN v tt 0 Q W U ..3 m (6 F W tl A ui -i �U�~Lf - �K� v 4 Q � /jIL SHEET��}( NO: OF 9. JOB NUMBER: 20-142 P A g7)C